HomeMy WebLinkAboutLUA98-153 Large FormatCALC POSITION
PER KCAS BREAKDOWN 8
17
w
o
o
O N
z
CENTER OF SECTIO
FND STONE MON
W/"X" IN CASE 17
2-95)
w
N89'31'32"W
132138' $ —
C
f". ,Y 'DT`s—
C;:;«. ,
2:! ...-2• -•— =——.,.. — .
I N89'44'55"W t } < 1122.1E
TRACTS A AND B /
90.97' (
SEE DETAILS #1 _#4 ON SHEET 2) !
N40'04'4.9"W
N
Os s,, o N
N89'44'55"W
1325.5 '
Off'" p°
O
17./ CALC POSITION
PER RECORD OF SURVEY
20 BOOK 91, PAGES 80 & 80A
BASIS OF BEARINGS - HELD BEARING OF N89'13'02"W ALU1IG THE NORTH
LINE OF SECTION 16, T. '3 N., R. 5 E.,W.M.
DERIVED BY HOLDING THE CITY OF RENTON NAD
83(91) COORDINATES AT THE NORTHWEST CORNER
AND NORTH QUARTER CORNER OF SAID SECTION 16.
NOTES
1.) INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND
ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS
SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY
WAC 332-130-090.
2.) THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3.) NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE
DISCLOSED BY A TITLE REPORT ARE SHOWN.
4.) LEGAL DESCRIPTIONS BASED UPON TRANSNATION TITLE INSURANCE COMPANY,
FIFTH PLAT CERTIFICATE, ORDER NO. 864559, DATED OCTOBER 17, 1996
AT 8:00 A.M.
5.) REFERENCE RECORD OF SURVEYS: BOOK 30, PAGES 162 AND 162A
BOOK 91, PAGES 80 AND 80A
BOOK 57, PAGE 100
BOOK 31, PAGE 102
BOOK 60, PAGE 189
BOOK 97, PAGES 280 AND 280A
REFERENCE CITY OF RENTON HORIZONTAL AND VERTICAL CONTROL NOTEBOOK
DATED JANUARY, 1995.
SPECIAL RESTRICTIONS UPON TRACTS A. B, AND C:
TRACTS A, B AND C ENCOMPASS AREAS OF ENCROACHMENT ACROSS
PREVIOUSLY -ESTABLISHED BOUNDARY LINES OF RECORD. THESE THREE
TRACTS ARE NOT INTENDED TO BE INDEPENDENT BUILDABLE LOTS. NONE
OF THESE TRACTS CAN BE CONVERTED TO INDEPENDENT BUILDABLE LOTS
BY A MERE INCREASE IN TRACT SIZE (SUCH AS BY BOUNDARY LINE
ADJUSTMENT WITH ONE OR MORE ABUTTING PARCELS OF LAND). IN ORDER
TO CONVERT ANY OF THESE THREE TRACTS TO INDEPENDENT BUILDABLE
LOTS, CITY OF RENTON APPROVAL OF A SUBDIVISION OR SHORT SUBDIVISION
APPLICATION INVOLVING ONE OR MORE OF THESE TRACTS AS WELL AS
ABUTTING PARCEL(S) WOULD HAVE TO BE SECURED.
1998 TRIAD ASSOCIATES
Project Management
Civil Engineering
Land Surveying
Land Use Planning61K&MMEnvironmental Analysis
11415 NE 128th Street • Kirkland, WA 98034 • (206) 821-8448 • (206) 821-3481 FAX
EXISTING
STRUCTURES
O•
O\
8" CONC RETAINING WALL
S6
N47'52'04'E
30.00'
p°
p
o '
0°
1
xp sslb
b
2646.76'
1323.38'
w N88'56'37"W
526.41-----s- f-----•
TRACT "C"
SEE DETAIL #5 ON SHEET 2)
SCALE: 1 " = 200'
0 100 200 400
2651.17'
1325.59'
LOT I
N89'13'02"W
g n 9 2653.08(RECORD) 9
FND CONC MON '17 116 2653.13(MEAS) 16
W/COPPER PLUG rn
2-95) O 00
rn a —
0
FND CONC MON
W/2"BRASS DISK IN CASE
N c0 7
N I"
2-95)
799' (RECORD) N Y
798.89'
m
W FND 5"X 5" CONC MON
p im W/LEAD & TACK
O O 0.30'S AND 0.08'W
in OF THEO. POSITION
N P 8-92)
00040 OO FND 5"X 5" CONC MON
W/LEAD & TACK 0.11' W OF LINE
170
y b' o
od
x A0 1°
Oa` 2
1 SECTION CORNER
SECTION 1 /4 CORNER
FND 5"X 5" CONC MON
W/TACK 0.5' HIGH
8-92)
Q
O
O
00
f% (N
Obi Y LL
MO O
cO to Y
NM O
c0 m
N
N
O
it
00
M
M
W N
N (0
N
0
O
z
tisssg,
a 0.
g3, )
SET REBAR W/CAP "TRIAD 19620"
D FOUND MONUMENT AS N07D
0
v)
3
in .
O
0
V)17 116
20 21
JNDARY NARRATIVE
RTH PROPERTY LIN
Short Plat
City of Renton
FILE NO:
CITY OF RENTON
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT
E.A. DUFFY PERFORMED A SURVEY IN AUGUST, 1949 FOR THE STONEWAY
DOCK COMPANY WHICH INCLUDED THE SUBJECT PROPERTY. DURING HIS SURVEY HE
MONUMENTED THE NORTH LINE OF THE SUBJECT PROPERTY. THIS SURVEY WAS THE
BASIS FOR A HUGH G. GOLDSMITH AND ASSOCIATES SURVEY (RECORDED IN BOOK
30 OF SURVEY AT PAGES 162 AND 162A) IN OCTOBER, 1981 FOR THE MT. OLIVET
CEMETERY WHICH ABUTS A PORTION OF THE NORTH LINE OF THE SUBJECT
PROPERTY.
TO RECONSTRUCT THE NORTH LINE TRIAD STARTED AT THE CALCULATED
POSITION FOR THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 17. WE THEN WENT 252.23 FEET ALONG
THE WEST UNE OF THE SOUTHEAST QUARTER, AS CALLED FOR IN THE
RECORD LEGAL DESCRIPTION, TO THE TRUE POINT OF BEGINNING. THE
FIRST COURSE ALONG THE NORTH LINE WAS HELD TO BE PARALLEL WITH THE
EAST-V1E3T 1/4 LINE OF SECTION 17 AS SHOWN ON THE DUFFY SURVEY. WE
WENT EAST ALONG THE FIRST COURSE A DISTANCE OF 526.41 FEET, AS
CALLED FOR IN THE RECORD LEGAL DESCRIPTION, TO AN ANGLE POINT IN SAID
NORTH LINE. FROM THAT ANGLE POINT WE WENT IN A STRAIGHT LINE
TO A POINT ON THE EAST LINE OF SECTION 17, A DISTANCE OF 241.00
FEET NORTH OF THE EAST QUARTER CORNER OF SAID SECTION 17 AS SHOWN
ON THE DUFFY SURVEY.
THE ANGULAR RELATIONSHIP AT THE ANGLE POINT IN THE NORTH LINE WAS
CALCULATED TO BE 180'48'18" VS. 180'48'15" (DUFFY) VS. 180'53'13"
RECORD LEGAL DESCRIPTION).
THE REMAINING PORTION OF THE NORTH BOUNDARY, BEING THAT PORTION
WEST OF THE TRUE POINT OF BEGINNING, WAS COMPUTED COMMENCING AT
THE AFOREMENTIONED TRUE POINT OF BEGINNING. THENCE RUNNING
WESTERLY, PARALLEL TO THE EAST - WEST 1 /4 LINE, TO THE
NORTHEASTERLY MARGIN OF THE MAPLE VALLEY HIGHWAY.
RIGHT OF WAY FOR : R 169 / MAPLE VALLEY HIGHWAY
WAS LOCATED BASED ON INFORMATION FROM W.S.D.O.T. RIGHT OF WAY PLAT FOR
SR 169 MP 23.69 TO MP 25.07 RENTON: MAPLEWOOD TO JCT. SR 405, SHEETS 3
AND 4 OF 4. SHEET 4 IS DATED FEB. 18, 1971 WITH A LAST REVISION
DATE OF 7-6-87. SHEET 3 IS DATED FEB. 18, 1971 WITH A LAST
REVISION DATE OF 2-18-92.
THE CENTERLINE OF THE HIGHWAY WAS LOCATED FROM TIES ALONG THE EAST
LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17. WHILE WORKING FOR
PREVIOUS CLIENT IN THE AREA (REF.: TRIAD JOB # 92-083) WE LOCATED
SEVERAL EMPTY MONUMENT CASES AND SEVERAL SETS OF RIPS AT THE PCs AND PTs
OF THE HIGHWAY. NONE OF THE EVIDENCE FOUND MATCH THE CALCULATED
POSITIONS OF THE PCs AND PTs. WE HAVE DECIDED TO HOLD THE
CENTERLINE CALCULATED FROM THE HIGHWAY RIGHT OF WAY PLAN.
CALC POSITION PER JONES AND ASSOCIATES
SURVEY DATED SEPT.-DEC., 1964
N O V 1 0 1998
TRIAD ASSOCIATES
LA COLINA
SHORT PLAT
REV. 1-- ADDED SPECIAL RESTRICTION NOTE 8/10/98 MTSE
POR SE 1 /4 OF NE 1 /4, SW 1 /4 OF NE 1 /4,
GOV. LOT 7 (NW 1 /4 OF SE 1 /4),
F • 4+0
196 GOV. LOT 8 (NE 1 /4 OF SE 1 /4, SE 1 /4 OF SE 1 /4),
S .•'SJ SEC 17, TWP 23 N., RGE 5 E., W.M. L LAND
EXPIRES'. 3/30/99 N DWN. BY DATE CHKD. BY SCALE JOB NO. SHEET
8/9/9g
KBP JUNE 1997 BTF 1"=100' 94-130 2 OF 3
s- - .,_•_,,;.,__._.........,:,......,..,y.:.-.n:.x._.`_._ — — _ ___. _ ...__-`--__..,_ _____:.soap-._. _ ...._,_ ...— :...__:.s.-s..z.=—_.•..E.sar::umr vsi,c..,.c.mu_:aucz:.a.crrsvr..:..—•d".:.xun..m_au ai..a.,a ss..m..awae: .e. _--amc+.anrz+:a:sas s:.s rw as:a szm.tmruwitt*' tamrs,.::p
VICINITY MAP
NOT TO SCALE
ZONING
ZONING (EXISTI`JG & COR, RC, R-8
PROPOSED)
GENERAL SITE INFORMA 77ON
TOTAL SITE AREA 1,788,223 SO. FT OR 41.05 ACRES
NUMBER OF L 0 TS
NUMBER OF TRACTS
PROPOSED LOT AREA
PROPOSED TRACT .AREAS
TRACT A
TRACT B
TRACT C
OWNER
1
3
1,776,808 SO. FT
4.69 SQ. FT.
784.50 SO. FT.
11, 226.11 SQ. FT.
GARY MERLINO CONSTRUCT70N CO., INC.
9125-10TH AVENLE SOUTH
SEATTLE, '.NA. 98706
LEGAL DESCRIP77ON
OR 40.79 ACRES
ALL THAT PORTION THE NORTHEAST QUARTER AND OF GOVERNMENT LOTS 7 AND
4 WITHIN 17, TOkN_ ,'!P 23 NORT4, RANGE 5 EAST W.M., DESCR13ED AS
LOir:
BEGINNING AT THE SOu!?WEST CCRNER OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTEii CF SAID FEC770N 17,
THENCE NC/"TN. ALON'- THE WEST UNE OF SAID SUBDIOSION, A DISTANCE OF
252.23 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO DESIGNATED
AS POINT "A";
THENCE SOUTH 89'4.5'17" EAST A DISTANCE OF 526.41 FEET,•
THENCE SOUTH 88 52'04" EAST A DISTANCE OF 799 FEET TO THE
EAST LINE OF SECTION 17;
THENCE SOUTH, ALONG SAID EAST LINE, TO THE EAST QUARTER CORNER OF
SECTION 17;
THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION TO AN
INTERSECTION WITH THE NORTHERLY RIGHT—OF—WAY LINE OF STATF ROAD NO. 5
S.R. 169, MAPLE VALLEY HIGHWAY);
THENCE, IN A GENERAL NORTHEASTERLY DIRECT70N, ALONG SAID NORTHERLY
RIGHT—OF—WAY LINE TO AN INTERSECTION WITH A LINE THAT LIES NORTH
89'45'17' YEST A DISTANCE OF 653.91 FEET FROM POINT
THENCE SOUTH 8945'17" EAST A DISTANCE OF 653.91 FEET TO
POINT "A" AND THE TRUE POINT OF BEGINNING;
PRINTED
NOV 10 1998
TRIAD ASSOCIATES
Short Plat
City of Renton
FILE No: LUA97-136, SHPL—A
CITY OF RENTON
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT
EXAMINED, REVIEWED, AND APPROVED BY THE CITY OF RENTON PURSUANT
TO THE SHORT SUBDIVISION PROVISIONS OF TITLE 22 (LAND
SUBDIVISION), RENTON MUNICIPAL CODE, THIS _— DAY OF
19 --
CITY OF RENTON ADMINISTRATOR, PLANNING/BUILDING/PUBLIC WORKS DEPT.
DEPARTMENT OF ASSESSMENT
EXAMINED AND APPROVED THIS
KING COUNTY ASSESSOR
RECORDER'S CERTIFICATE
DAY OF --_--, 19 —_
Filed for record this _— day of _ --_ , 19 —_ at
in book --- of _ at page _-- at the request of
Manager Supt. of Records
CERTIFICA11ON AND ACKNOWLEDGEMENTS
R.C.W. 58.27.165)
I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM A REPRESENTATIVE
OF GARY MERLiN10 CONSTRUCTION CO., INC., A WASHINGTON CORPORATION
AND THAT SA!D CORPORATION IS THE OWNER OF THE LAND
HEREBY SUBDIVIDED.
GARY MERLINO CONSTRUCTION CO., INC.
BY:
ITS:
ACKNOWLEDGEMENT
STATE OF WASHINGTON
COUNTY OF --
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS
INSTRUMENT, ON OATH STATED THAT THIS PERSON WAS AUTHORIZED TO
EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
GARY MERLINO CONSTRUCTION CO., INC.,
A WASHINGTON CORPORATION TO BE THE FREE AND VOLUNTARY ACT OF
SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME ---_—
TITLE ----- ------------
MY APPOINTMENT EXPIRES _—_---
SURVEYOR'S CERTIFICATE T. Y. FRFW'`•,Ey
9OU
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
ON 19-
t, R T PLAT POR SE 1/4 OF NE 1/4, SW 1/4 OF NE 1/4,
GOV. LOT 7 (NW 1/4 OF SE 1/4).
19620
FSS
p
GOV. LOT 8 (NE 1/4 OF SE 1/4, SE 1/4 OF SE 1 /4),
Project Management SURVEYOR O/+ $
T J
L SEC 17, TWP 23 N., RGE 5 E., W.M.
Civil Engineering
Land Surveying EXPIR S 30/991CHKD.SHEETAWN. BY DA1 E BY SCALE JOB NO.
ePlanningLandUse
nalysis CERTIFICATE NO. 19620
3161,78
KBP JUNE 1997 gTF 1 "=100' 94-130 1 OF
11814 115th AVENUE NE • KIRKLAND, WA 98034 • (206) 821-8448 • (206) 821-3481 FAX
3
DEVELOPMENT PLANNING
CITY OF RENTON
VICINITY MAP
NOT TO SCALE
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
ON , 19_
Project Management
Civil Engineering
Land Surveying
Land Use Planning
Environmental Analysis
11814 115th AVENUE NE • KIRKLAND, WA 98034 • (206) 821-8448 - (206) 521-3481 FAX
SURVEYOR
CERTIFICATE NO. 19620
3 /G/9 6
ZONING
ZONING (EXISTING & COR, RC, R-8
PROPOSED)
GENERA L SITE INFORMA TION
TOTAL S/TE :'REA 1,788,223 30. FT OR 41.05 ACRES
NUMBER OF L 0 TS
NUMBER OF TRACTS
PROPOSED L 0 T AREA
PROPOSED TRACT AREAS
TRACT A
TRACT B
TRACT C
OWNER
1
3
1,776,808 SO. FT
4.69 SQ. FT.
184.50 SO. FT.
11,226.71 SQ, FT.
GAR)" MERLIN„ CONSTRUCTION CO., INC.
9126-10TH AVcNUE `'OUTH
SEA TTLE. W4. 98108
LEGAL DE.XRIP PON
OR 40.79 ACRES
Li TIJAT P— ;',,ION OF THE NORTL,EAST ?,'.4!'TF? A'10 OF G0 11FRNA.'ENT LOTS 7 AND
8 WITHIN 1%, i-C44%V,5H/P 23 NORih, RANGE 5 EAST b,:Ll., DEE RIBEG' AS
FOLLOWS:
PEGINNING Ai THE SOUTHWEST CORNER Or THE SOUT.iEAST GUARIFR OF THE
NORTHEAST CUARTER OF SAID c'ZCTION 17;
THENCE NORTH. ALONG THE WEST LINE OF SAID S(iBDIVIS.'ON, A DISTANCE OF
252. '3 FEET T(. THE TRUE P0/`!7 OF' BEGINNING, SAID POINT ALSO DESIGNATED
AS POINT "A
THENCE SOUT'V 39'45'17" EAST A DISTANCE OF 5.23.41 FEET'
THENCc SOUTH 88'52'04" EAST A DISTANCE OF %99 FEET TO THE
EAST LINE OF SECTION 17;
THENCE SOUTH, ALONG SAID EAST LINE, TO THE EAST QUXTER CORNER Of
SECTION 17;
THENCE CONTINUING SO!ITH ALONG THE EAST LINE OF SAID SECTION TO AN
INTERSECTION WITH THE NORTHERLY RIGHT—OF—WAY LINE OF STATE ROAD NO. 5
S. R. 169, MAPLE VALLE i' HIGHWA Y);
THENCE, IN A GENERAL NORTHEASTERLY DIRECTION, ALONG SAID NORTHERLY
RIGHT—OF—WAY LINE TO AN INTERSECTION WITH A LINE T,'-IAT LIES NORTH
89.45'17" WES r A DISTANCE OF 653.91 FEET FROM POINT
THENCE SOUTH 8945'17" EAST A DISTANCE Of 653.91 FEET TO
POINT "A" AND THE TRUE POINT OF BEGINNING;
Short Plat
City of Renton
FILE NO:
MAR 2 5 1998
DECEIVED
CITY OF RENTON
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT
EXAMINED, REVIEWED, AND APPROVED BY THE CITY OF RENTON PURSUANT
TO THE SHORT SUBDIVISION PROVISIONS OF TITLE 22 (LAND
SUBDIVISION), RENTON MUNICIPAL CODE, THIS ___ DAY OF
19 --
CITY OF RENTON ADMINISTRATOR, PLANNING/BUILDING/PUBLIC WORKS DEPT
DEPARTMENT OF ASSESSMENT
EXAMINED AND APPROVED THIS
KING COUNTY ASSESSOR
RECORDER'S CERTIFICATE
Filed for record this __— day of
in book __—_ of ---_ at page
DAY OF 19
19 — — — at
at the request of —
Manager Supt. of Records
CERTIFICATION AND ACKNOWLEDGEMENTS
R.C.W. 58.27.165)
THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM A REPRESENTATIVE
OF GAR'' MERLINO CONSTRUCTION CO., INC., A WASHNGTON CORPORATION
AND THAT SAID CORPORATION IS THE OWNER OF THE LAND
HEREBY SUBDIVIDED.
GARY MERLINO CONSTRUCTION CO., INC.
BY:
ITS:
ACKNOWLEDGEMENT
STATE OF WASHINGTON
COUNTY OF ---- —_—
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED TH I S
INSTRUMENT, ON OATH STATED THAT THIS PERSON WAS AUTHORIZED TO
EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
GARY MERLINO CONSTRUCTION CO., INC.,
A WASHINGTON CORPORATION TO BE THE FREE AND VOLUNTARY ACT OF
SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED -------------
SIGNATURE OF
NOTARY PUBLIC -------- —__________
PRINTED NAME ---- — ----- —_-- ---- ____
TITLE -------------------------------
MY APPJINTMENT EXPIRES
LA C %0 L 1 A SHORT
PLAT POR SE 1/4 OF NE 1/4, SW 1/4 OF NE 1/4, GOV.
LOT 7 (NW 1/4 OF SE 1/4), GOV.
LOT 8 (NE 1/4 OF SE 1/4, SE 1/4 OF SE 1/4), SEC
17, TWP 23 N., RGE 5 E., W.M. DWN.
BY DATE CHKD. BY SCALE JOB NO. SHEET KBP
JUNE 1997 BTF 1 "=100' 94-130 1 OF 3 A
T) L-\n I - &
CALC POSITION
PER KCAS BREAr'DOWN 8
17`
w
NO
o r
O N
z
CENTER OF SECTION .
FND STONE MON i
W/"X" IN CASE 17
2-95)
w
CD
O N
z
N89'31'32"W
323.38'
T .
f \
N89'44 55" W 1122.0
TRAC-I A" ANU B
90.97' (SEE DETAILS #1= #4 ON SHEET 2) ! 1
N40'04'49"W 'yam
O ` ems, Sj, O CV
Ln
O° °
06'., o cv
N89'44'55"W
1325.5>9 '
O`l' °00 11
ii x°
OHO
17/ CALC POSITION
PER RECORD OF SURVEY
20 BOOK 91, PAGES 80 & 80A
BASIS OF BEARINGS - HELD BEARING OF N89'13'02"W ALONG THE NORTH
LINE OF SECTION 16, T. 23 N., R. 5 E-W.M.
DERIVED BY HOLDING THE CITY OF RENTON NAD
83(91) COORDINATES AT THE NORTHWEST CORNER
AND NORTH QUARTER CORNER OF SAID SECTION 16.
NOTES
1.) INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND
ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS
SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY
WAC 332-130-090.
2.) THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3.) NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE
DISCLOSED BY A TITLE REPORT ARE SHOWN.
4.) LEGAL DESCRIPTIONS BASED UPON TRANSNATION TITLE INSURANCE COMPANY,
FIFTH PLAT CERTIFICATE, ORDER NO. 864559, DATED OCTOBER 17, 1996
AT 8: 00 A.M.
5.) REFERENCE RECORD OF SURVEYS: BOOK 30, PAGES 162 AND 162A
BOOK 91, PAGES 80 AND BOA
BOOK 57, PAGE 100
BOOK 31, PAGE 102
BOOK 60, PAGE 189
BOOK 97, PAGES 280 AND 280A
REFERENCE CITY OF RENTON HORIZONTAL AND VERTICAL CONTROL NOTEBOOK
DATED JANUARY, 1995.
Project Management
Civil Engineering9Q%6fflffVzb Land Surveyinq
Land Use Planning
Environmental Analysis
11415 NE 128th Street • Kirkland, WA 98034 • (206) 821-8448 • (206) 821-3481 F-,X
EXISTING
STRUCTURES
2646.76'
1323.38'
N88'56'37"VV
526.41' -
TRACT "C"
SEE DETAIL #5 ON SHEET 2)
O
8" CONC RETAINING WALL
S6, .
N47'52'04"E
30. 00'
i
PLO • u.
O
2651.17'
A_
1325.59' -- V
v 040
S •.
09
y
y
Ilk
SCALE: 1 " = 200'
LEGEN D
LOT 7
SECTION CORNER
SECTION 1 /4 CORNER
N89'13'02"W
2
2653.08(RECORD) 9
FND CONC MON 1653.13(MEAS) 16
W/COPPER PLUG 1-1
2-95)
o It 0o /
Lf FND CONC MON
0) W/%'"BRASS DISK IN CASE
N
N
799' (RECORD) N Y
798, 89"
m
FND 5"X. 5" CONC MON
W/LEAD & TACK 0.11' W O'- LINE
8-95)
SET REBAR W/CAP "TRIAD 19620"
FOUND MONUMENT AS NOTED
0.;
w4
w
O O
t O
N -
O
z
FND 5"X 5" CONC MON
W/LEAD & TACK
0.30'S AND 0.08'W
OF THEO. POSITION
8-92)
FND 5"X 5" CONC MON
W/TACK 0.5' HIGH
8-92)
r
Q
O
00
O
00
Q U
0 Y
I r
no rn
WLO Y
NC6 O
n O
N 00
V)
O
W
d-
t+j
N c0
q. N
O
O
z
BOUNDARY NARRATIVE
NORTH PROPERTY LINE
Short Plat
City of Renton
FILE NO: --------------
CITY OF RENTON
DEPARIMENT OF PLANNING & COMMUNITY DEVELOPMENT
E.A. DUFFY PERFORMED A SURVEY IN AUGUST, 1949 FOR THE STONEWAY
DOCK COMPANY WHICH INCLUDED THE SUBJECT PROPERTY. DURING HIS SURVEY HE
MONUMENTED THE NORTH LINE OF THE SUBJECT PROPERTY. THIS SURVEY WAS THE
BASIS FOR A HUGH G. GOLDSMITH AND ASSOCIATES SURVEY (RECORDED IN BOOK
30 OF SURVEY AT PAGES 162 AND 162A) IN OCTOBER, 1981 FOR THE MT. OLIVET
CEMETERY WHICH ABUTS A PORTION OF THE NORTH LINE OF THE SUBJECT
PROPERTY.
TO RECONSTRUCT THE NORTH LINE TRIAD STARTED AT THE CALCULATED
POSITION FOR THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 17. WE THEN WENT 252.23 FEET ALONG
THE WEST LINE OF THE SOUTHEAST QUARTER, AS CALLED FOR IN THE
RECORD LEGAL DESCRIPTION, TO THE TRUE POINT OF BEGINNING. THE
FIRST COURSE ALONG THE NORTH LINE WAS HELD TO BE PARALLEL WITH THE
EAST -WEST 1/4 LINE OF SECTION 17 AS SHOWN ON THE DUFFY SURVEY. WE
WENT EAST ALONG THE FIRST COURSE A DISTANCE OF 526.41 FEET, AS
CALLED FOR IN THE RECORD LEGAL DESCRIPTION, TO AN ANCLE POINT IN SAID
NORTH LINE, FROM THAT ANGLE POINT WE WENT IN A STRAIGHT LINE
A POINT r1N THE EAST LINE OF SECTION 17, A DISTANCE OF 241.00
FEET NORTH OF THE EAST QUARTER CORNER OF SAID SEC II(DN 17 AS SHOWN
ON THE DUFFY SURVEY.
THE ANGULAR RELATIONSHIP AT THE ANGLE POINT IN THE NORTH LINE WAS
CALCULATED TO BE 180'48'18" VS. 180'48'15" (DUFFY) VS. 180'53'13"
RECORD LEGAL DESCRIPTION).
THE REMAINING PORTION OF THE NORTH BOUNDARY, BEING THAT PORTION
WEST OF THE TRUE POINT OF BEGINNING, WAS COMPUTED COMMENCING AT
THE AFOREMENTIONED TRUE POINT OF BEGINNING. THENCE RUNNING
WESTERLY, PARALLEL TO THE EAST - WEST 1 /4 LINE, TO THE
NORTHEASTERLY MARGIN OF THE MAPLE VALLEY HIGHWAY.
RIGHT OF WAY FOR SR 169 / MAPLE VALLEY HIGHWAY
WAS LOCATED BASED ON INFORMATION FROM W.S.D.O.T. RIGHT OF WAY PLAT FOR
SR 169 MP 23.69 TO MP 25.07 RENTON: MAPLEWOOD TO JCT. SR 405, SHEETS 3
AND 4 OF 4. SHEET 4 IS DATED FEB. 18, 1971 WITH A LAST REVISION
DATE OF 7-6-87. SHEET 3 IS DATED FEB. 18, 1971 WITH A LAST
REVISION DATE OF 2-18-92.
THE CENTERLINE OF THE HIGHWAY WAS LOCATED FROM TIES ALONG THE EAST
LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17. WHILE WORKING FOR
PREVIOUS CLIENT IN THE AREA (REF.: TRIAD JOB # 92-083) WE LOCATED
SEVERAL EMPTY MONUMENT CASES AND SEVERAL SETS OF RPS AT THE PCs AND PTs
OF THE HIGHWAY. NONE OF THE EVIDENCE FOUND MATCH THE CALCULATED
POSITIONS OF THE PCs AND PTs. WE HAVE DECIDED TO HOLD THE
CENTERLINE CALCULATED FROM THE HIGHWAY RIGHT OF WAY PLAN.
CALC POSITION PER JONES AND ASSOCIATES
SURVEY DATED SEPT.-DEC., 1964
DWN. BY DATE
KBP I JUNE 1997
POR SE 1 /4 OF NE 1 /4, SW 1 /4 OF NE 1 /4,
GOV. LOT 7 (NW 1 /4 OF SE 1 /4),
GOV. LOT 8 (NE 1 /4 OF SE 1 /4, SE 1 /4 OF SE 1 /4),
SEC 17, TWP 23 N., RGE 5 E., W.M.
CHKD. BY SCALE JOB NO, SHEET
BTF 1"=100' 94-130 2 OF 3
O Im
7 I
r
f
r
A I A
A I I
I a r
A I
A I I
r I A
L- d
t
i I A
r
6° BOARD o _ 6' WOOD FENCE 00
N.W. PROP CUR. FENCE
m m
6' 'WOOD FENCE 6' WOOD FENCE
SHED
4' BOARD
FENCE
0
t\ 0
CONC. MON.
445.3' E OF NW PROP COR /
0.61' S OF LINE 1
NOTE:
TRIAD ASSOCIATES LOCATED THE VISIBLE PORTION OF THIS CONCRETE
PAD, A PORTION OF THE PAD IS COVERED WITH DIRT. THE CONCRETE
PAD EXTENDS EASTERLY FROM THE VISIBLE PORTION. THE FULL EXTENT
OF THE CONCRETE PAD WAS NOT LOCATED AT THIS TIME.
1191"1 Inn i nit
40RTH PROPERTY LINA
DETAIL #2
N.T.S.
E.A. DUFFY PERFORMED A SURVEY IN AUGUST, 1949 FOR THE STONEWAY
DOCK COMPANY WHICH INCLUDED THE SUBJECT PROPERTY. DURING HIS SURVEY HE
MONUMENTED 'THE NORTH LINE OF THE SUBJECT PROPERTY. THIS SURVEY WAS THE
BASIS FOR A HUGH G. GOLDSMITH AND ASSOCIATES SURVEY (RECORDED IN BOOK
30 OF SURVEY AT PAGES 162 AND 162A) IN OCTOBER, 1981 FOR THE MT. OLIVET
CEMETERY Y'.HICH ABUTS A PORTION OF THE NORTH LINE OF THE SUBJECT
PROPERTY.
TO RECONSTRUCT IHE NORTH LINE TRIAD STARTED AT THE CALCULATED
POSITION FOR THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTET? OF SECTION 17. WE THEN WENT 252.23 FEET ALONG
THE WEST LINE OF THE SOUTHEAST QUARTER, AS CALLED FOR IN THE
RECORD LEGAL DESCRIPTION, TO THE TRUE POINT OF' BEGINNING. THE
FIRST COURSE ALONG THE NORTH LINE WAS HELD TO BE PARALLEL WITH THE
EAST -WEST 1/4 LINE OF SECTION 17 AS SHOWN ON THE DUFFY SURVEY. WE
WENT EAST ALONG IHE FIRST COURSE A DISTANCE OF 526.41 FEET, AS
CALLED FOR IN THE RECORD LEGAL DESCRIPTION, TO AN ANGLE POINT IN SAID
NORTH LINE. FROM THAT ANGLE POINT WE WENT IN A STRAIGHT LINE
TO A POINT ON THE EAST LINE OF SECTION 17, A DISTANCE OF 241.00
FEET NORTH OF THE EAST QUARTER CORNER OF SAID SECTION 17 AS SHOWN
ON THE DUFFY SURVEY,
THE ANGULAR RELATIONSHIP AT THE ANGLE POINT IN THE NORTH LINE WAS
CALCULATED TO BE 180'48'18" VS. 180'48'15" (DUFFY) VS. 180'53'13"
RECORD LEGAL DESCRIPTION).
THE REMAINING PORTION OF THE NORTH BOUNDARY, BEING THAT PORTION
WEST OF THE TRUE POINT OF BEGINNING, WAS COMPUTED COMMENCING .AT
THE AFOREMENTIONED TRUE POINT OF BEGINNING. THENCE RUNNING
WESTERLY, PARALLEL TO THE EAST - WEST 1/4 LINE, TO THE
NORTHEASTERLY MARGIN OF THE MAPLE VALLEY HIGHWAY.
RIGHT OF WAY FOR SR 169 / MAPLE VALLEY HIGHWAY
WAS LOCATED BASED ON INFORMATION FROM W.S.D.O.T. RIGHT OF WAY PLAT FOR
SR 169 MP 23.69 TO MP 25.07 RENTON: MAPLEWOOD TO JCT. SR 405, SHEETS 3
AND 4 OF 4. SHEET 4 IS DATED FEB. 18, 1971 WITH A LAST REVISION
DATE CF 7-6-87. SHEET 3 IS DATED FEB. lei, 1971 WITH A LAST
REVISION DATE OF 2-18-92.
f--- - --, --
I v
A '
r
1
I
I
I
A
THE CENTERLINE OF THE HIGHWAY WAS LOCATED FROM TIES ALONG THE EAST
LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17. WHILE WORKING FOR
PREVIOUS CLIENT IN THE AREA (REF.: TRIAD JOB # 92-083) WE LOCATED
SEVERAL EMPTY MONUMENT CASES AND SEVERAL SETS OF RPS AT THE PCs AND PTs
OF THE HIGHWAY. NONE OF THE EVIDENCE FOUND MATCH THE CALCULATED
POSITIONS OF THE PCs AND PTs. WE HAVE DECIDED TO HOLD THE
CENTERLINE CALCULATED FROM THE HIGHWAY RIGHT Of WAY PLAN.
5' WOOD FENCE
0.0' e
FND 1" I.P. 727.5' EAST
O '- O OF NW PROP. CUR. AND
1.32' S OF LINE
ANGLE PT.
2.3'SOUTH OF LINE
N89°44'55"W
T*7N34'8.53 52•34
N84'00'58"W
48.41'
F SET REBAR W/TRIAD CAP
0 FOUND IRON PIPE
ED FOUND MONUMENT
NOT TO SCALE:
fv1i. OLIVET CEMETARY
EXISTING CYCLONE FENCE. 0 5' NORTHERLY AND WESTERLY OF DIMENSIONED AREA
343.91' -- N88'56'37"W 273.78'
ENCROACHMENT AREA
f 26.19'
48.21' 58.19- 64.69N00'44'31 "W N87'
29'47"W NE1917'27"W N88'31'40"W 81.
34' 46.76' 54.25' 50.12' N72'
57'02"W N88'59'39"1V N89'42'05"W N89'56'16"W DETAIL #
1 N.
T.S. PINT
DEC
2 3 1996 TRIAD
ASSOCIATE o
196
H
L MAID EXPIRES:
3/30/97 is/,
Q 3 97 O
W --
A^ Z
w0\
00w
1
r- V)
Ln W Ln
LL
O
Ln C) W \"
i of
Z
Z
0`
Z.(n N F—
w
0 -t Ln
w
a
Cc:
c
c c
ac o'o c
a o
cv)
D vv.
26
V
Z
0
O Dow
V ILL
Lu
cczU
00
N 7
O
I uo 0 0)
O)
N N
t1
N
m C
Y a
3 O
L U
L0
0
O
w
rb J
J
Q
Q Li
J
z O
Q Z
Ld
I-
I
aEiEca T
E O V
W
v I rn E
0 v
U
r Z U.
c o I o rn
3
U
I Z GC
v rn W
U L+ Z c
c vv OV E
0
Z
I
I
0
c
Q OfT
WW
U=o C c
0
OU Q ui
0
w
4 U
D
U W I E
D I I T
I INELn
cc
a I I
i
a, IW
Iv LQ
0 a Z I U
O LL
i v I _ v I
J
c T
U
yyI ( I
o Zz
a FUJ
I n Q 5 of
o Up 4) cr0
IZ u- p I cr
Q a d v>
V)
iY to Of
1 ,
I, .„. I r „I I , •
II\IIIVII 1Y•.f .f l\I Y_ : \ll ll •\11 , ..„<r, ^! 'IT ",, •
r"r T r` Short Plat II ,. I . I I _ I , I , 1 . ,. _ .. . ,. _ ... ,. ... :Z
i
r. ., ivy 1 I` i I 'i i•. r l
l L A
City
of Renton 6'
BOARD oC WOOD FENCE 00 z WOOD
FENCE N.W. PROP COR. FENCE m. M 6' SHED j Q' 6' WOOD
FENCE .; 6' WOOD FENCE 5' WOOD FENCE FILE N0:
PAD CITY
OF RENTON TRACT A
TRACT B
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT SEE DETAIL #
3) (SEE DETAIL 4) FND 1" I.P. 727.5' EAST TRACT C SEE DETAIL
f1) NOTE: OF NW PROP. COR. AND SSE DETAIL #
2) TRIAD ASSOCIATES
LOCATED THE VISIBLE PORTION Or 1 HIS CONCRETE 1.32' S OF LINE (SEE DETAIL
5) CONC. M0N.
PAD, A PORTION OF THE PAD IS COVERED WITH DIRT. THE CONCRETE 44.3'
OF NW PROP COR PAD EXTENDS EASTERLY FROM THE VISIBLE PORTION. THE FULL EXTENT 0.61'
S OF LINE OF THE CONCRETE PAD WAS NOT LOCATED AT THIS TIME. TRACT INDEX
ANGLE PT.
r 2.
3'SOUTH OF LINE MT. OLI VET CEM ETAR Y EXISTING CYCLONE
FENCE 0.5' NORTHERLY AND WESTERLY OF DIMENSIONED AREA N89'44'
55"W 343.91' — N88'56'37"W 273.78' NW PROP.
COR. 4' BOARD FENCE' ` N86'34'
49"W O'14,28 118.55
52.34 _ _ r 26.19' N84'00'
58"W 48.21'
58.19' 64.69' N00'44'31"W N87'29'
47"W N89'17'27' W N88'31'40"W N89'44'S5"W 282.31' N16 4''
E
48.41' ¢1.34'
46.75' 54.25' 50,12' d00*15,
05"E 6 N72'
57'02"W N88'59'39"W N89'42'05"W N89'56'16"W 1.50'
DETAIL # 5 (TRACT C) DETAIL #1 (
TRACT A) N.T.S. N.T.
S. aa' , x
NW PROP.
COR. :I`•GAT.R' 6' WOOD
FENCE ,`1; a° s'•, , DETAIL # 2 '
N N.T.
S. 'x`- :y'.,::
QQ, • AREA DESCRIBED
IN CONFIRMATION OF BOUNDARY LINE
AGREEMENT RECORDED UNDER RECORDING
NUMBER 9802120538, RECORDS OF
KING COUNTY, WASHINGTON. NW PROP.
CUR. 5' WOOD
FENCE 5' WOOD FENCE 1 i
DETAIL #
3
N.T.
S. AREA DESCRIBED
IN CONFIRMATION OF BOUNDARY LINE
AGREEMENT RECORDED UNDER RECORDING
NUMBER 9802120539, RECORDS OF
KING COUNTY, WASHINGTON, ki iF7777777771
NW
PROP.
COR. 6' WOOD
FENCE SHED 1\189'
44'55"W 605.31'
N00'15'
05"E 1.50'
DETAIL # 4 (TRACT B) N.T.
S. N89'J4'
Sy"W 12Ibo N00'
15'05"E 1.50'
PRINTED NOV
10
1998 TRIAD ASSOCIATES
NOT TO
SCALE P°oFWAA*
x: LA
C
0"L I N A SHORT PLAT 5
POR SE
1 /
4 OF NE 1 /4, SW 1 /4 OF NE 1 /4, GOV. LOT 7 (
NW 1 /4 OF SE 1 /4), 19620 S .18
SJ
GOV. LOT 8 (
NE 1 /4 OF SE 1 /4, SE 1 /4 OF SE 1 /4), Project Management Civil
Engineering SEC
17, TWP 23 N., RGE 5 E., W.M. Land Surveying Land
Use Planning
EXPIR S. 3/
30/99 N T O DWN. BY DATE
CHKD. B1' SCALE JOB N0. SHEET Environmental Analysis 11415NE128th
Street • Kirkland, WA 98034 • (206) 521-8445 • (206) 821-3481 FAX 6 /,Is KBP JUNE 1997
B 1 "=100' 94-130 3 OF 3 0
MON. BI CASE (Frd.)
7l S' dldr•.9L1: rial ys jy iiiJ'. i i ' .'Y<atit f 7l•61 LSiiLiMgEM.IG .:Yt YI; iAi l:i:;IX AY'.lii-Y IIpATi:,:ihhfWAi7Y1if::,dyiltll 4y,yyQl'i
01289014 30-1621
Ex-_ j
Witness
MGN A SiIt' CE
C1.
35.00 00.00 50.92
M
u?
K.C.A.S.
r1 r
1 P a CAP (sit)
U HUB 9 Tk.(Set)
i32.82 N 1007'56"E (K.C.A.S.1
10 V1 138.35
I t
I Wi
MT. OLI VET CEMETERY
M
Y
g" E
Q=28031'
R = 286.29
L=142.49
100.00
7 7_I3 '-t------ N 30 01' 4 5" E 32831
L 5 31 15 \N
ent rllne
A- 32029 cy1 I o
R = 286.48 ' 1
T = 83.46 1 I
L-162.42 Z
I /
MONTEREY `iE IRACE ADDITION
ST,
Vol. 50, 1 g. 36
C nletliM i
Q=28°31'
Note: Puget Power R.O.W. shown per Record of Survey R=256.29
Vol. 10, pope 37. T= 65.11
L=127.56
75.00
N I-02
M
Uj
W (V
V
3
1 co/
411
11000
Conc. Mon.
Fndd.) 24086moot. E. 1/0 Cor. _
241.00 Soc. I 23-5 U
I MON. (FI-11
Old Nib fnd. 0.34 S.
Y 0)
J
Ln
WQ
0.78
1
1,
Z
OO
z ci
WUj
It
l W}
N C) in
c
i-- LLj
U cr
ti
0
i ,,%
11
070 Lino. _ 252_21
1
vv
N
3
93
rF z
a
AL
N 101l'00"E 252.23
0
O
NLO
1
I
1
i
3
tn
v
z
JOB NO, 81174
SURVEY FOR
SHEET
MT OLIVET CEMETERY I
2
P.O. BOX 547 RENTON, WASH.