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CITY OF RENTON LAND USE ACTION NUMBER LUA 1 3- 00041 0
CITY OF RENTON LAND RECORD NUMBER LIVD -30 -0373
OWNERS DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF
THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT
THEREOF PURSUANT TO RWC 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE
THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID ADJUSTMENT IS MADE
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE
OWNER(S)
IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS.
i.}.,QM v 24,,11 -
CITY OF RENTQQN A..n DATE
ft"�
f_ _S_�� 1013 _
W. q.O.T. I DATE
BY: CyMfYd %R?w�b/,.,�.
1710 f �-/ playa � H'r•
ACKNOWLEDGEMENT
STATE OF )
55
COUNTY OF
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS /HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
SEAL;
°d°! k
�0 �•� DATED V 1
SIGNATURE OF
$01ANY L NOTARY PUBLIC wMv
_PRINTED NAME OF N. N wku.r►
E NOTARY PUBUC
."*Z- TITLE D
rY MY APPOINTMENT EXPIRES `J
STATE OF
SS
COUNTY OF IITq )
hCERTIFY THAT I .lO�rW�OR HAVE SA^T�ISFACTORY EVIDENCE THAT U414
.
SIGNED THIS DECLARATION AND ACKNOWLEDGED IT TO BE (HIS /HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT.
DATED glol
SIGNATURE OF
NOTARY PUBLIC 'C
PRINTED NAME 01� n �\
NOTARY. PUBLIC
TITLE E
MY APPOINTMENT XPIRES
CITY OF RENTON APPROVAL
CITY OF RENTON
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
P�EXAMINED AND APPROVED THIS _ DAY OF 2013
CITY OF RENTON ADMINISTRATOR
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND A PROVED THIS Z 1 i AY iF A C 0240/
LLG
ASSESSOR UTY ASSESSOR
ACCOUNT N0. I %Z3O DZOi {619''9179; IIt21 90�6� -4132
EXISTING LEGAL DESCRIPTIONS:
PARCEL A - KING COUNTY PARCEL NO. 172305 -9015, AS PER DOC. NO. 931 2011 51 8.
PARCEL 1
THAT PORTION OF THE
RANGE 5 EAST W.M., L
BEGINNING AT
NORTHERLY AI
LINE TO A PO
TOWNSHIP 23 NORTH,
RIGHT -OF -WAY, AS
A
LIES
PARCEL 2
THAT PORTION GOVERNMENT LOT 5 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., LYING
SOUTHERLY OF THE BURLINGTON NORTHERN RAILROAD RIGHT -OF -WAY AS ESTABUSHED BY DEED RECORDED
UNDER KING COUNTY RECORDING NO. 162408 AND NORTHERLY AND EASTERLY OF A LINE DESCRIBED AS
FOLLOWS:
TOGETHER WITH AN EASEMENT FOR ROADWAY (INGRESS FROM AND EGRESS TO HOUSER WAY) AS DESCRIBED
IN EASEMENT RECORDED UNDER RECORDING NO. 2817181; SITUATE IN THE CITY OF RENTON, COUNTY OF
KING, STATE OF WASHINGTON.
PARCEL B - KING COUNTY PARCEL NO. 172305 -9028, AS PER DOC. NO. 9111262590.
THAT PORTION OF GOVERNMENT LOT 9 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE PACIFIC COAST RAILROAD COMPANY
DAE OPERATING PROPERTIES OR THE EASEMENTS OWNED BY PUGET SOUND
NNEVILLE POWER ADMINISTRATION, OR SEATTLE CITY LIGHT, AS SAID AREAS
E AREA MAPS NUMBERED 1 THROUGH 10, INCLUSIVE, WHICH IS CARRIED AS
A PUGET SOUND POWER & LIGHT COMPANY TO PUGET PROPERTIES, INC.,
NO. 5626312.
PARCEL C - KING COUNTY PARCEL NO. 162305 -9078, AS PER DOC. NO. 9111262590.
THAT PORTION OF GOVERNMENT LOTS 3 AND 5 IN SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST,
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE PACIFIC COAST RAILROAD
COMPANY (FORMER COLUMBIA AND PUGET SOUND RAILROAD COMPANY) RIGHT -OF -WAY;
EXCEPT THAT PORTION LYING EAST OF THE CEDAR RIVER; AND
EXCEPT THAT PORTION OF GOVERNMENT LOT 5 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 5 EAST,
WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 16; THENCE
NORTH 89'00'24" WEST ALONG THE SOUTH UNE OF SAID SECTION 16 A DISTANCE OF 344.62 FEET, MORE
OR LESS, TO THE NORTHWESTERLY UNE OF THE CITY OF SEATTLE TRANSMISSION LINE EASEMENT; THENCE
SOUTH 52'03'17' WEST ALONG SAID NORTHWESTERLY UNE A DISTANCE OF 15 FEET; THENCE NORTH
51'43'05" WEST A DISTANCE OF 301.75 FEET TO A POINT ON A LINE PARALLEL TO AND 200 FEET DISTANCE,
MEASURED AT RIGHT ANGLES TO THE SOUTH UNE OF THE BURLINGTON NORTHERN RAILROAD RIGHT -OF -WAY,
SAID POINT BEING DESIGNATED AS POINT "A, THE TRUE POINT OF BEGINNING; THENCE NORTH 78'03'26"
WEST PARALLEL TO SAID SOUTH UNE OF THE BURLINGTON NORTHERN RAILROAD RIGHT -OF -WAY, A
DISTANCE OF 246.29 FEET; THENCE NORTH 11'56'34" EAST 200 FEET TO THE SOUTH UNE OF ABOVE SAID
RIGHT -OF -WAY; THENCE EAST ALONG THE SOUTH LINE OF SAID RIGHT -OF -WAY TO A POINT WHICH BEARS
NORTH 3227'40" WEST AND 279.95 FEET FROM POINT "A' DESCRIBED ABOVE; THENCE SOUTHERLY ALONG
SAID BEARING TO THE TRUE POINT OF BEGINNING; ALSO
EXCEPT THAT PORTION OF GOVERNMENT LOT 5 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST,
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 16; THENCE
NORTH 89'00'24" WEST ALONG THE SOUTH UNE OF SAID SECTION 16 A DISTANCE OF 344.62 FEET, MORE OR
LESS, TO THE NORTHWEST UNE OF THE CITY OF SEATTLE TRANSMISSION UNE EASEMENT; THENCE SOUTH
52'03'17" WEST ALONG SAID NORTHWESTERLY LINE A DISTANCE OF 15.00 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 51'43'05 WEST A DISTANCE OF 301.75 FEET TO A POINT ON A LINE PARALLEL
TO AND 200 FEET DISTANCE, MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF THE BURLINGTON
NORTHERN RAILROAD RIGHT -OF -WAY; THENCE NORTH 3227'40" WEST A DISTANCE OF 279.95 FEET TO THE
SOUTH UNE OF SAID RAILROAD RIGHT -OF -WAY; THENCE SOUTH 78'03'26" EAST ALONG SAID SOUTH LINE TO
THE SOUTHWESTERLY SHORELINE OF THE CEDAR RIVER; THENCE SOUTHEASTERLY ALONG SAID
SOUTHWESTERLY LINE TO A POINT ON THE NORTHWESTERLY UNE OF THE CITY OF SEATTLE TRANSMISSION
LINE EASEMENT; THENCE SOUTH 52'03'17" WEST ALONG SAID NORTHWESTERLY UNE TO THE TRUE POINT OF
BEGINNING.
EXCEPT ANY PORTION WITHIN THE OPERATING PROPERTIES OF THE EASEMENTS OWNED BY PUGET SOUND
POWER & LIGHT COMPANY, BONNEVILLE POWER ADMINISTRATION, OR SEATTLE CITY UGHT, AS SAID AREAS
SHOW CROSS HATCHED ON THE AREA MAPS NUMBERS 1 THROUGH 10, INCLUSIVE, WHICH IS CARRIED AS
"EXHIBIT A" IN THE DEED FROM PUGET SOUND POWER & LIGHT COMPANY TO PUGET PROPERTIES, INC.,
RECORDED UNDER RECORDING NUMBER 5626312.
EXISTING LEGAL DESCRIPTIONS:
PARCEL D - KING COUNTY PARCEL NO. 172305 -9179.
THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT -OF -WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH
LYING WITHIN GOVERNMENT LOTS 5, 6 AND 9, THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, HENRY
H. TOBIN DONATION (LAND) CLAIM N0, 37 AND THAT PORTION OF LAND SOUTHERLY OF CEDAR RIVER AS
ESTABLISHED BY KING COUNTY SUPERIOR COURT DECREE NO. 90072, EASTERLY OF THE CITY OF RENTON, AS
PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, THEREIN, NORTHERLY, EASTERLY AND WESTERLY OF
SAID CLAIM NO. 37, AND NORTHERLY AND WESTERLY OF SAID GOVERNMENT LOT 5; ALL IN SECTION 17,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION CONVEYED TO SEATTLE- TACOMA INTERURBAN RAILWAY BY AUDITOR'S FILE NO. 243056;
AND
EXCEPT THE SOUTHERLY ONE HALF OF THE FOLLOWING:
THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT -OF -WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH
LYING WITHIN SAID GOVERNMENT LOT 9, OF SAID SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON.
ALL THAT PORTION OF BURLINGTON NORTHERN RAILROAD COMPANYS (FORMER PACIFIC COAST RAILROAD
COMPANY) RENTON TO SNOQUALMIE FALLS, WASHINGTON BRANCH LINE RIGHT -OF -WAY, BEING OF VARIABLE
WIDTHS ON EACH SIDE OF SAID RAILROAD COMPANYS MAIN TRACK CENTERLINE, AS NOW LOCATED AND
CONSTRUCTED UPON, OVER, AND ACROSS THAT PART OF THE H. H. TOBIN DONATION LAND CLAIM NUMBER 37,
THAT PART OF GOVERNMENT LOTS 5, 6 AND 9, AND THAT PART OF THE SOUTHWEST QUARTER OF.THE
SOUTHEAST QUARTER (SW X SE 9), ALL IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE
MERIDIAN, KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEERS STATION (HEREINAFTER REFERRED AS TO HES) LN
255 +03.47 ON THE LN LINE SURVEY OF SR 405, RENTON 'S" CURVES, AND 202.28 FEET NORTHWESTERLY
THEREFROM (SAID POINT EQUALS HES RR 654 +64.65 ON THE RR LINE SURVEY OF SAID HIGHWAY AND 36.54
FEET SOUTHEASTERLY THEREFROM); THENCE NORTHEASTERLY TO A POINT OPPOSITE HES RR 656 +42 ON SAID
RR LINE SURVEY AND 40 FEET SOUTHEASTERLY THEREFROM; THENCE NORTHEASTERLY ALONG THE ARC OF A
714.85 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 192.83 FEET; THENCE SOUTHEASTERLY ALONG THE
ARC OF A 2,058.66 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 197.61 FEET; THENCE SOUTHEASTERLY
ALONG THE ARC OF A 1469.95 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 204.58 FEET TO HES RR
662 +57.99 ON SAID RR LINE SURVEY AND 40.58 FEET SOUTHWESTERLY THEREFROM; THENCE SOUTHERLY TO A
POINT OPPOSITE HES RR 662 +66.35 ON SAID RR LINE SURVEY AND 65.39 FEET SOUTHWESTERLY THEREFROM;
THENCE SOUTHEASTERLY ALONG THE ARC OF A 1,444.95 FOOT RADIUS CURE TO THE RIGHT A DISTANCE OF
397.38 FEET TO A POINT OPPOSITE HES RR 666 +79.59 ON SAID RR UNE SURVEY AND 50 FEET
SOUTHWESTERLY THEREFROM; THENCE SOUTHEASTERLY PARALLEL WITH SAID RR LINE SURVEY TO A POINT
OPPOSITE HES RR 689 +65.31 THEREON; THENCE NORTHEASTERLY TO A POINT OPPOSITE SAID HES AND 50
FEET NORTHEASTERLY THEREFROM; THENCE NORTHWESTERLY PARALLEL WITH SAID RR LINE SURVEY TO A
POINT OPPOSITE HES RR 666 +79.59 THEREON; THENCE NORTHWESTERLY ALONG THE ARC OF A 1,544.95 FOOT
RADIUS CURVE TO THE LEFT A DISTANCE OF 647.74 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF A
2,133.66 FOOT RADIUS CURVE TO THE LEFT A DISTANCE IF 204.81 FEET; THENCE NORTHWESTERLY ALONG THE
ARC OF A 789.86 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 119.35 FEET TO A POINT OPPOSITE HES
LN 257 +65.09 ON SAID LN LINE SURVEY AND 121.04 FEET NORTHWESTERLY THEREFROM (SAID POINT EQUALS
HES RR 657 +29.45 ON SAID RR UNE SURVEY AND 38.41 FEET NORTHWESTERLY THEREFROM); THENCE
WESTERLY TO A POINT OPPOSITE HES LN 257 +39.5 ON SAID LN LINE SURVEY AND 143.5 FEET
NORTHWESTERLY THEREFROM (SAID POINT EQUALS HES RR 656 +97.5 ON SAID RR LINE SURVEY AND 42.94
FEET NORTHERLY THEREFROM); THENCE SOUTHWESTERLY TO A POINT OPPOSITE HES LN 256 +58.51 ON SAID LN
LINE SURVEY AND 164.18 FEET NORTHWESTERLY THEREFROM (SAID POINT EQUALS HES RR 656 +21.55 ON SAID
RR LINE SURVEY AND 8.73 FEET NORTHERLY THEREFROM); THENCE SOUTHWESTERLY TO A POINT OPPOSITE HES
LN 256 +33.01 ON SAID LN LINE SURVEY AND 170.74 FEET NORTHWESTERLY THEREFROM; THENCE
SOUTHWESTERLY TO A POINT OPPOSITE HES RR 655 +16.82 ON SAID RR LINE SURVEY AND 23.37 FEET
SOUTHEASTERLY THEREFROM (SAID POINT EQUALS HES LN 255 +54.39 ON SAID LN UNE SURVEY AND 190.95
FEET NORTHWESTERLY THEREFROM); THENCE SOUTHWESTERLY ALONG THE ARC OF A 1,005 FOOT RADIUS
CURVE TO THE LEFT A DISTANCE OF 52.20 FEET TO THE POINT OF BEGINNING.
THE SPECIFIC DETAILS OF WHICH CAN BE FOUND ON SHEETS 2, 3, 4 AND 5 OF THAT CERTAIN MAP OF
DEFINITE LOCAL ENTITLED SR 405, RENTON 'S" CURVES NOW OF RECORD AND ON FILE IN THE OFFICE OF THE
SECRETARY OF TRANSPORTATION AT OLYMPIA, WASHINGTON, BEARING APPROVAL DATE OF OCTOBER 24, 1988
AND REVISED JULY 23, 1993.
PARCEL E - KING COUNTY PARCEL NO. 162305 -9132, QUITCLAIM DEED NO. 9305272151.
THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT -OF -WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH
LYING WITHIN GOVERNMENT LOTS 3 AND 5, SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON; AND
THE SOUTHERLY ONE -HALF OF THE FOLLOWING:
THE BURLINGTON NORTHERN RAILROAD COMPANY RIGHT -OF -WAY, BEING A STRIP OF LAND 100 FEET IN WIDTH
LYING WITHIN GOVERNMENT LOT 9, SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON:
ALL OF THE ABOVE SAID RIGHT -OF -WAY HAVING BEEN ESTABUSHED IN SAID SECTIONS 16 AND 17 BY
INSTRUMENT RECORDED UNDER AUDITOR'S FILE NO. 13022.
THE SPECIFIC DETAILS CONCERNING ALL OF WHICH ARE TO BE FOUND IN THOSE CERTAIN MAPS OF DEFINITE
LOCATION NOW OF RECORD AND ON FILE IN THE OFFICE OF THE SECRETARY OF TRANSPORTATION AT OLYMPIA,
AND BEARING DATE OF APPROVAL FEBRUARY 18, 1971. REVISED NOVEMBER 25, 1992, FOR THE SR 169 MAP;
AND DATE OF APPROVAL OCTOBER 24, 1988, REVISED NOVEMBER 25, 1992, FOR THE SR 405 MAP.
NOTES:
1. THE PURPOSE OF THIS BOUNDARY UNE ADJUSTMENT IS TO CONSOLIDATE THE E%IS'ING CITY OF
RENTON PARCELS (PARCELS A, B & C OF THIS MAP) WITH THOSE PORTIONS OF THE OLD RAILROAD
RIGHT OF WAY (PARCELS D & E OF THIS MAP) WHICH ARE TO BE CONVEYED TO THE CITY. THE RESULT
BEING TWO CITY PARCELS (PARCELS 1 & 3 OF THIS MAP).
2. THE RAILROAD ALIGNMENT AND RIGHT OF WAY LINES WERE CALCULATED FROM RECORD DATA
AS SHOWN ON THE PACIFIC COAST RAILROAD MAPS (REFERENCE 2, SHT.2). THE ALIGNMENT WAS
POSITIONED WITH THE INTENT OF UPHOLDING A COMBINATION OF EXISTING RECORDS, FOUND MONUMENTS
AND REMAINING PHYSICAL FEATURES (I.E. BRIDGE) THAT WOULD GIVE INDICATION TO THE ORIGINAL
RAILROAD LOCATION. _
SHEET 1 of 4
CITY OF RENTON LAND USE ACTION NUMBER LUA 13- 000410
CITY OF RENTON LAND RECORD NUMBER LND -30 -0373
M
O
N
W
r
M
O
O
w
r�
V!
W
FOUND BERNTSEN MON
"4509, P.1."
3.39' N5929'30 "W
FOUND 4" SQ. CONC MON
W/ 2 -1/2" BRASS CAP
" PUGET POWER"
FOUND 5/8" REBAR /CAP
"BRN LS 19612"
1 , �
111 `t N� 1` S72.
I 1v
�� It
PUGET SOUND POWER & LIGHT
CO. EASEMENT AS PER ROS
AFN 20081124900001
(REFERENCE 1)
a i
TOTAL
L24505.7.700
R= 24I �m 1
'
4= 14'40'05 "I
_ I
7'77139° 2
.. �... L= 309.61' i SE
4= 7'22'6°
IY
to
� s
N PARCEL C 4
162305 -9078
17 116
._ _. 440.98'
20 W\ 21
PARCEL C
162305 -9078 1
FOUND 6° SQ. GRANITE FOUND 6° OCTAGONAL
MON W/ 3/8° COPPER CONC MON W/ 2° BRASS
PIN IN LEAD CAP AS PER (REFERENCE 1)
t
1
CEDAR R7t,E -R
PARCEL E
QUITCLAIM DEED
#9305212362
#9505031111
ADJUSTED PARCELS
PARCEL 3: COMBINATION OF PARCELS C & E
0 \
RAILROAD ALIGNMENT & R/W
g CALCULATED FROM RECORD DATA
AS SHOWN ON PACIFIC COAST
i RAILROAD MAPS REFERENCE 2)
PROPO /
\ !.
+ Lor LINE., \
a E\
I��ti 162305 -907
EXISTING _ 8
ASPHALT IM
TRAIL h
ORIGINAL w .
PARCEL C LOT LINE
162305 -9078 y
I 0 PARCEL 3
I
I
_ 1258.80'
589'00'24 "E 2653.54
GRAPHIC SCALE
1w 0 2W 2W
( IN FEET )
I inch = 200 ft
HELD EDGE OF RIVER AS APPROX.
OHWL FOR EASTERLY BOUNDARY
OF GOVT. LOT 5, SEC. 16
]; 110
m
N� \
\ , - CALC'D LOCATION
AVA99H RAW II G'JIYJg AS PER (REFERENCE 1)
1
1 '
An
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED
WITH THE FOLLOWING:
SET AS PART OF THIS SURVEY. tdaPN�
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED '✓� °'
WITH THE FOLLOWING FIN
WITNESSED BY CARSONITE POST.
AS PER ROS (REFERENCE 1)
UNLESS OTHERWISE STATED.
• FOUND IRON REBAR AS NOTED.
O FOUND IRON PIPE AS NOTED.
O FOUND MONUMENT AS NOTED.
PROPOSED LOT LINES
ORIGINAL LOT LINES
- - -- SUBDIVISION LINES
CENTER LINES
— — — — — — RIGHT -OF -WAY LINES
LOT LINES
HELD P.T. AS PER PLAT OF CEDAR
I
i
I
i
I
i
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SHEET 4 of 4
11255 Kirkland Way, Suite 300 LOT LINE ADJUSTMENT
Kirkland, WA 98033
p. 425.827.2014 1 1.425.827.5043 FOR
....................... ............................... CITY OF RENTON
Civil � SWc(ural � Planning � Survey
PORTIONS OF: SECTIONS 16 & 17, T. 23 N., R. 5 E., W.M.
DRAWN BY: SCALE: FIELD BOOK FIELD CREW DATE: PROJECT NO.
BD, DB 1" =600' 634c RG /M 7/1B/13 12536.10
RIVER HOME SITES (REFERENCE 4)
AS P.T. ON PACIFIC COAST RAILROAD ��i �l �j'�.db.!J ��y Iy�
, MAPS (REFERENCE 2)
FOUND CASED 4' CONC MON
\ W/ 1 1/2° BRASS DISK NO
FOUND 1/2° REBAR \ � \ PUNCH, SHOT CENTER
&CAP *LS 40016' \ \
AS PER\ (REFERENCE 3) � \ � \ \ \
7
FOUND CASED 4° CONC MON
W/ 2° BRASS DISK W/ PUNCH
/ E %IS71NG
i=-�- - -- -- -�- --- -�— � \\_ § '00'24 "E
7%26.77 \
FOUND 1/2° IRON �E
AS PER (REFERENCE 3)
...._..._ ..— _ _CEDAR R /I�ER
FOUND
AS PER (REFERENCE 3) � \
FOUND 5/8° REBAR, NO CAP \ \
AS PER (REFERENCE 3) \
\
7
I
V
W `1
1
E
O
J
201,65'
/228.83,
PARCEL C
162305 -9078 1
FOUND 6° SQ. GRANITE FOUND 6° OCTAGONAL
MON W/ 3/8° COPPER CONC MON W/ 2° BRASS
PIN IN LEAD CAP AS PER (REFERENCE 1)
t
1
CEDAR R7t,E -R
PARCEL E
QUITCLAIM DEED
#9305212362
#9505031111
ADJUSTED PARCELS
PARCEL 3: COMBINATION OF PARCELS C & E
0 \
RAILROAD ALIGNMENT & R/W
g CALCULATED FROM RECORD DATA
AS SHOWN ON PACIFIC COAST
i RAILROAD MAPS REFERENCE 2)
PROPO /
\ !.
+ Lor LINE., \
a E\
I��ti 162305 -907
EXISTING _ 8
ASPHALT IM
TRAIL h
ORIGINAL w .
PARCEL C LOT LINE
162305 -9078 y
I 0 PARCEL 3
I
I
_ 1258.80'
589'00'24 "E 2653.54
GRAPHIC SCALE
1w 0 2W 2W
( IN FEET )
I inch = 200 ft
HELD EDGE OF RIVER AS APPROX.
OHWL FOR EASTERLY BOUNDARY
OF GOVT. LOT 5, SEC. 16
]; 110
m
N� \
\ , - CALC'D LOCATION
AVA99H RAW II G'JIYJg AS PER (REFERENCE 1)
1
1 '
An
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED
WITH THE FOLLOWING:
SET AS PART OF THIS SURVEY. tdaPN�
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED '✓� °'
WITH THE FOLLOWING FIN
WITNESSED BY CARSONITE POST.
AS PER ROS (REFERENCE 1)
UNLESS OTHERWISE STATED.
• FOUND IRON REBAR AS NOTED.
O FOUND IRON PIPE AS NOTED.
O FOUND MONUMENT AS NOTED.
PROPOSED LOT LINES
ORIGINAL LOT LINES
- - -- SUBDIVISION LINES
CENTER LINES
— — — — — — RIGHT -OF -WAY LINES
LOT LINES
HELD P.T. AS PER PLAT OF CEDAR
I
i
I
i
I
i
I ,
SHEET 4 of 4
11255 Kirkland Way, Suite 300 LOT LINE ADJUSTMENT
Kirkland, WA 98033
p. 425.827.2014 1 1.425.827.5043 FOR
....................... ............................... CITY OF RENTON
Civil � SWc(ural � Planning � Survey
PORTIONS OF: SECTIONS 16 & 17, T. 23 N., R. 5 E., W.M.
DRAWN BY: SCALE: FIELD BOOK FIELD CREW DATE: PROJECT NO.
BD, DB 1" =600' 634c RG /M 7/1B/13 12536.10
RIVER HOME SITES (REFERENCE 4)
AS P.T. ON PACIFIC COAST RAILROAD ��i �l �j'�.db.!J ��y Iy�
, MAPS (REFERENCE 2)
FOUND CASED 4' CONC MON
\ W/ 1 1/2° BRASS DISK NO
FOUND 1/2° REBAR \ � \ PUNCH, SHOT CENTER
&CAP *LS 40016' \ \
AS PER\ (REFERENCE 3) � \ � \ \ \
7
FOUND CASED 4° CONC MON
W/ 2° BRASS DISK W/ PUNCH
/ E %IS71NG
i=-�- - -- -- -�- --- -�— � \\_ § '00'24 "E
7%26.77 \
FOUND 1/2° IRON �E
AS PER (REFERENCE 3)
...._..._ ..— _ _CEDAR R /I�ER
FOUND
AS PER (REFERENCE 3) � \
FOUND 5/8° REBAR, NO CAP \ \
AS PER (REFERENCE 3) \
\
7
I
V
CITY OF RENTON LAND USE ACTION NUMBER LUA 13-000410
CITY OF RENTON LAND RECORD NUMBER LND -30 -0373
S
\3'O• \y \�6 1
kp0' �/ // 588.94' -1
HIGHWAY ALIGNMENT & R/W ��oo °0e yh • / I
CALCULATED FROM RECORD
DATA AS SHOWN ON ROS
AFN 20060424900001
(REFERENCE 6)
R >1�gp51 PARCEL
2
4,12'93' q
/ m9 0 \ -
�O d;�65 l 1 s 441Z-0 ry 4. *s ^ten^
_ r
R= 1644.45' a \ \ \,oy�•
x / j/ ill INj L= 1122.92'
r, p m \
_..1.. —.. _ r0g STING
/ / I
EXIs ASPHALT
TRAIL
172305 -9015
IPA.
1 1 I Z
/ �.._.._.._..Jl T .. .— of
I o Je.
N79'33'38•W
324.28'
172305 -9016
BOUNDARY LINE OF
GOVT. LOT 5, SEC. 17 r7
AS PER (REFERENCE 6)
000720 -0001 Z
CD
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ADJUSTED PARCELS
PARCEL 1: COMBINATION OF PARCELS A & B
AND EASTERLY PORTION PARCEL D
PARCEL 2: BALANCE OF PARCEL D
s GRAPHIC SCALE
too 0 zoo 20
CEDAR RI vER ( IN FEET )
_..._ 1 inch = 200 }t.
PARCEL D \
QUITCLAIM DEED
#9305212362 �
\ `\ #9505031111
LEGEND
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED
WITH THE FOLLOWING:
SET AS PART OF THIS SURVEY. apNM
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED
WITH THE FOLLOWING:
WITNESSED BY CARSONITE POST
AS PER ROS (REFERENCE 1)
UNLESS OTHERWISE STATED.
+ K
n
• FOUND IRON REBAR AS NOTED.
O FOUND IRON PIPE AS NOTED.
O FOUND MONUMENT AS NOTED.
PROPOSED LOT LINES
ORIGINAL LOT LINES
-- - - - - -- SUBDIVISION LINES
CENTER LINES
— — — — — — RIGHT -OF -WAY LINES
LOT LINES
-BOUNDARY LINE AS h Jo
& DOC.E NO. E9312011518 \ 9 .� '/C,
Co
\
Co 1 \ n
N ORIGINAL
LOT LINE PROPOSED \ �;20o SFUSF
LOT LINE \ \ 34939- w
PARCEL A \ z
172305 -9015 \
RAILROAD ALIGNMENT & R/W /
CALCULATED FROM RECORD DATA
AS SHOWN ON PACIFIC COAST
RAILROAD MAPS (REFERENCE 2)
PARCEL
FOUND 1/2" REBAR /CAP
"DEA 26252"
I I
ss�oe s9 e
I f
Z90 ?e,
S89'56'32 "E� \
MillrA99 AIEWLYlif RILL j
1
�I
2
FOUND 6" S0. GRANITE
MON W/ 3/8" COPPER
h
2
ORIGINAL
M
LOT LINE �I
FOUND & ACCEPTED
1/2" REBAR /CAP
"DEA 26252" —
130.05'
\
\y�
ax
�0
FOUND & ACCEPTED
5/8" REBAR /CAP
"ESM LS 11191"
589'56'32 "E j 2659.86'
r.
11255 Kirkland Way, Suite 300
Kirldand, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
\ a~
yx
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EXISTING
ASPHALT
TRAIL —
sso°''
0 h
PARCEL B
172305 -9028
O
1329.81'
Yi
CITY OF RENTON LAND USE ACTION NUMBER LUA 13-000410
CITY OF RENTON LAND RECORD NUMBER LND -30 -0373
SECTION BREAKDOWN & EXISTING CONDITIONS
18(17 589'44'13"E '.��o °� ^�- 713.63' -.rte S69'44'S5"E
— 9A59 i9' D„ -I'-, ' h nem oc
ryk Y
-
� O kF
�'�y,.- .._. -, �'�.\ " .,
z
=:
FOUND CASED 6" SQ. GRANITE STONE
W/ 3/8" COPPER PIN MARKED: -CEN'
FOUND 6 SQ. CONC MON
W/ 3 -1/2" BRASS CAP
IS 23615 2007"
S F
,\
.i(.9 RAILROAD MAPS (REFERENCE 2)
SEMENT
'A(REFERENCE SOUND
-I,
I' 172305 -9015
\ ,y p1AlIJ1111 bILLbVIAILU'KV RCb1.1tU UMIN
AS SHOWN ON PACIFIC COAST
2663.84'
19 20
,\
.i(.9 RAILROAD MAPS (REFERENCE 2)
SEMENT
'A(REFERENCE SOUND
POWER & UGHT
AS PER ROS
REFERENCES:
BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY DERIVED
(R1)
RECORD OF SURVEY MAP RECORDED NOVEMBER 24, 2008,
FROM GPS OBSERVATIONS CONSTRAINED TO CITY OF RENTON
0081124900001
CONTROL POINTS 1884 (HAFF), 415 & 2677.
$9l9c /��CC ���S�Z�D'S:77Nf
1)
DATUM: HAD 83/91 - WASHINGTON COORDINATE SYSTEM
(R2)
172305 -9016
N
53g93g`
NORTH ZONE.
MAP, STATION 633 +60 TO STATION 739 +20, DATED APRIL 1, 1916
L .. ^
(R3)
RECORD OF SURVEY MAP RECORDED JULY 13, 2010,
000720 -0001 d
N `.. °0' \\w
R /!j l
HELD EDGE
OHWi
OF RIVER AS APP OX
EA TE Y BOUNDARY
RL
r
OF GOFLOT55
(R4)
'' °
o
" PARCEL A \ - - e _
OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON
PARCEL E
DEED
HELD P.T. AS PER PLAT OF CEDAR
1723(15 -9015
(R5)
QUIITOCSL2A712
RIVER HOME SITES (REFERENCE 4)
II
"_ - -- _ _
`
/9 151,
AS P.T. ON PACIFIC COAST RAILROAD
_2
RECORD OF SURVEY MAP RECORDED APRIL 24, 2006,
MAPS (REFERENCE 2)
AFN 20060424900001, RECORDS OF KING COUNTY, STATE
OF WASHINGTON.
_
SERIES TOTAL STATION AND A 3" TRIMBLE S6 SERIES TOTAL
(R7)
RECORD OF SURVEY MAP RECORDED OCTOBER 18, 1993,
18 17 I -- - - -- I i - -- J
:W/2-1/2" - - - - -- '1835.33' -
19 20 58959'22'E 2662.57'
FOUND CASED 4" SQ, CONC MON
W/ 1 -5/8" BRASS CAP
SED 3" SQ. CONC MON "1/4 17 LS 9634"
BRASS CAP 20
PARCEL B 1 - 102305-
172) 0028 h SS O PARCEL C
9 162705-9078 Y' i 162305 -9078
17 16 5
1329.81' 1 6.77' -
4�5� yr(�7',•/` 20 21 ! S¢7'24 "E 2653.54 /
` \C \`\ ± EXCEPTION
6" SQ.
LEGEND
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED
WITH THE FOLLOWING:
SET AS PART OF THIS SURVEY. p�Q
® SET 11/16 "x24" "FEND" ROD
W /2" BRASS CAP STAMPED Tc
WITH THE FOLLOWING: P N
WITNESSED BY CARSONITE POST.
AS PER ROS (REFERENCE 1)
UNLESS OTHERWISE STATED.
• FOUND IRON REBAR AS NOTED.
O FOUND IRON PIPE AS NOTED.
B FOUND MONUMENT AS NOTED.
PROPOSED LOT LINES
ORIGINAL LOT LINES
-- - - -- SUBDIVISION LINES
CENTER LINES
RIGHT -OF -WAY LINES
LOT LINES
1
9132. 3. ;�-
- NE CORNER SEC. 21
t` - _._..�:\�.'\ •\`•�• %h' CALCULATED AS PER
h _ •\ �;�1 �,�� 1 � ROS AFN 9404199014
1326.77' \ 6 \'- \`"* \�. -- 589'00'Z4'E I 2653.54' 16 15
`7 26,77' 't;
1.,._ - �.- \`+„\ - 1326.77
21 22
------- 1328.60-
`� 132/8.60'
Y
FOUND 5 -1/27 SQ. GONG MON
I
W/ 1/4' COPPER PIN, DOWN 0.5 � % \, -"--------- _ ,
3
E;
N �
r
'n
2660.96'
3
r
r
-o
ur
S87'S3'S2 "E 58753'52'E
1332.43' 1332.43'
N
a m
M
21
21
28 58T30'2$E 266AAT
FOUND 4" SQ. CONC
MON W/ 3" BRASS CAP
W/ PUNCH, DOWN 0.5'
N
M
m
N
w
2
GRAPHIC SCALE
]�2
9W O Jw m
( IN FEET )
1 inch = 600 ft
M
N
M
) 5" SQ. CONC MON W/
COPPER PIN, DOWN 1.5'
28 L1 27 SHEET 2 of 4
LU
2663.84'
19 20
NOTES'
REFERENCES:
BASIS OF BEARINGS: BEARINGS FOR THIS SURVEY DERIVED
(R1)
RECORD OF SURVEY MAP RECORDED NOVEMBER 24, 2008,
FROM GPS OBSERVATIONS CONSTRAINED TO CITY OF RENTON
AFN 20081124900001, RECORDS OF KING COUNTY, STATE
CONTROL POINTS 1884 (HAFF), 415 & 2677.
OF WASHINGTON.
DATUM: HAD 83/91 - WASHINGTON COORDINATE SYSTEM
(R2)
PACIFIC COAST RAILROAD MAIN LINE RIGHT -OF -WAY AND TRACK
NORTH ZONE.
MAP, STATION 633 +60 TO STATION 739 +20, DATED APRIL 1, 1916
(R3)
RECORD OF SURVEY MAP RECORDED JULY 13, 2010,
THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A
AFN 20100713900011, RECORDS OF KING COUNTY, STATE
TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW
OF WASHINGTON.
ALL EASEMENTS OF RECORD. THE LOCATION AND DESCRIPTION
(R4)
PLAT OF CEDAR RIVER HOME SITES, RECORDED MARCH 27, 1927,
OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON
RECORDS OF KING COUNTY, STATE OF WASHINGTON.
FIELD OBSERVATIONS TAKEN IN 2008 & NOVEMBER 2012
(R5)
W.S.D.O.T. RIGHT -OF -WAY PLAN FOR SR -405, MP 3.39 -3.96
UNLESS OTHERWISE INDICATED.
"RENTON S- CURVES ", SHEETS 4 & 5, APPROVED OCT. 24, 1988.
THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE
(R6)
RECORD OF SURVEY MAP RECORDED APRIL 24, 2006,
PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600
AFN 20060424900001, RECORDS OF KING COUNTY, STATE
OF WASHINGTON.
FOUND 1/4 CORNER SEC. 21
SERIES TOTAL STATION AND A 3" TRIMBLE S6 SERIES TOTAL
(R7)
RECORD OF SURVEY MAP RECORDED OCTOBER 18, 1993,
4' SQ. CONC MON, DOWN 2.4'
STATION. THE SECONDARY MEASUREMENT EQUIPMENT A
AFN 9310189001, RECORDS OF KING COUNTY, STATE
TRIMBLE 5700 GPS RECEIVER IN RTK MODE. ALL PRIMARY
OF WASHINGTON.
MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO
AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY
CALIBRATED BASELINE. SURVEY ACCURACY MEETS OR
EXCEEDS W.A.C. 332 - 130 -090.
3
E;
N �
r
'n
2660.96'
3
r
r
-o
ur
S87'S3'S2 "E 58753'52'E
1332.43' 1332.43'
N
a m
M
21
21
28 58T30'2$E 266AAT
FOUND 4" SQ. CONC
MON W/ 3" BRASS CAP
W/ PUNCH, DOWN 0.5'
N
M
m
N
w
2
GRAPHIC SCALE
]�2
9W O Jw m
( IN FEET )
1 inch = 600 ft
M
N
M
) 5" SQ. CONC MON W/
COPPER PIN, DOWN 1.5'
28 L1 27 SHEET 2 of 4