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PORTION OF THE SW 1/4, SE 1/4, SECTION 29 T WP. 23 N., RGE. 5 E, W. M.
KING COUNTY, WASHINGTON
PHASE III
E036O VOL. 76, PGS. 7-9
------ KELSEY LANE
WF COR. WF LINE 2.3'N VOL. 123, PGS. 87, 88
3.2'N & 0. SE ; OF PL
OF PROP. COR. '� 6'WF ``�� 30'D 10
4'CLF
N 89'13'01" W 89.93'.
' CLF END
T"D
0.1'S & 0.1'W
WF 0.5'E CF ; OF PROP. COR.
16"D26'DWF END
0.5'S & 0.7'W
OF PROP. COR.
DRIPLINE � 14F_
(TYP.) —� —�24 "DWF
WF 0.9W OF PL
BLOCK 1
6'D
WF 1.o'W OF
2 PL 3 4
CLF END 1.0'W n
S08
OF PL z
WF/CLF 1.o'w 0015 0021 0020
0005 � z_ 0010 `, of PL
WF 0.6'W OF PL-__
24"C SCLF
BENCHMARK:
FOUND TACK & LEAD
ELEVATION=500.00
(VISITED 3/28/18)
o
o
o
a r`'
�=SSMH 123.57'ss-ss-ss-ss
RIM=500.71
CTR. CHANNEL=490.31 0
i10"(N,S,E) o
a
V' = 20'
0' 20' 40'
BASIS OF BEARINGS IS THE CENTERLINE OF SE
173RD STREET, PER CITY OF RENTON DATUM
BETWEEN CONTROL POINTS 1863 AND 1640.
TAX PARCEL NO. 1626800010
TOTAL SITE AREA=10,791 SQ. FT. OR 0.25
ACRES +/-
LEGEND
0
= FOUND MON IN CASE
O
= FND. MON AS NOTED
WF 0.7'W OF PL
-��
-- CLF 0.1'W - END 0.3'E
�'
(M)
_WF
OF PL
OF PL
8F
CLF
= CHAINLINK FENCE
WF
= WOOD FENCE
OHP
= OVERHEAD POWER
`
= UTILITY POLE
®
= CATCH BASIN
Q
6 1
DRIPLINE \
i
(TYP.)
= WATER METER
WF LINE 0.9'W
12"C 10"C
20 D
OF PROP. COR.
8"C(2)
SCLF
CLF LINE 0.2'W
`
89.93'
OF PROP. COR.
`.
12"CONC.
�` 4619
OS--
--__-- \\ I
IE=502.27
-- ---
--504___-
,---�--- ----------
�
--- --,_ x
DITCH --_
x X =-
— —
— —c:---
--- _
=__o
-
I
- 505 ----- ----to _------ 450 ----
o-_ -;---= o I
—\——
- DITCH `- --a----'
-
`-----------------------
-_
-----------------------505 -----------o--__--
_--2--2--
'---
0/S oI
-------------------------------- -- I---
---PK NAIL
20' 0/S ,—'�I
12"CONC. ,'
12' CONC.
PK NAIL; I
IE=502.53'
IE -502.82
,r_
-
89.93°
89.93' I
—s s—s—ss \ ss� —�—ss
N 89°13'01"
— — — --
W 303.43'-ss—ss—ss—ss—ss ss—ss—ss—ss—ss—ss—ss
_
ss —ss—
ASPHALT
LEGEND
0
= FOUND MON IN CASE
O
= FND. MON AS NOTED
•
= SET 1/2" REBAR W/ CAP #29538
X
= SET PK NAIL W/ WASHER
(M)
= MEASURED
(R)
= RECORD
CLF
= CHAINLINK FENCE
WF
= WOOD FENCE
OHP
= OVERHEAD POWER
-0-
= UTILITY POLE
®
= CATCH BASIN
Q
= MANHOLE
Z
= WATER METER
'C�
= FIRE HYDRANT
TREE
LEGEND
12"C
= CEDAR
12"D
= DECIDUOUS
12"F
= FIR
li N\ e &AEV101
DATUM: CITY OF RENTON
FOUND TACK & LEAD AT THE INTX. OF S.E. 173RD
ST. AND 108TH AVE. S.E.
ELEVATION=405.37 FEET
CB J
RIM=505.81
IE=501.11 12"CMP (W)
IE=501.11 12"CMP (E)
I
LEGAL DESCRIPTION
PER STATUTORY WARRANTY DEED, REC. NO. 20100831002353,
RECORDS OF KING COUNTY, WASHINGTON
LOT 2, BLOCK 1, CLIFFORD FIRST ADDITION TO THE PLAT
THEREOF RECORDED IN VOLUME 47 OF PLATS, PAGE 53, IN
KING COUNTY, WASHINGTON.
HORIZONTAL DATUM
DATUM: CITY OF RENTON
HELD THE BEARINGBETWEEN CITY OF RENTON
CONTROL POINTS 1863 ANDD 1640. BEARINGS
SHOWN ARE ON CITY OF RENTON DATUM.
FOUND 1/2" REBAR,I FOUND 1/2" REBAR W/
0.2'S & 0.2'W OF CAP "9470", 0.2'S &
CALC. COR. 0.2'W OF CALC. COR.
55.00' \1 64.92
SE 173RD ST.
N 89' 1 3'01 " W 1 1 9.92'
ss — ss — ss -ss — ssss— ssss-ssssss -ss
REFERENCES
KCSP NO. L01S0003, REC. NO. 20030408900006
KELSEY COURT CONDO, PHASE III,
VOL. 76, PAGES 7-9
PLAT OF KELSEY LANE,
VOL. 123, PGS. 87 & 88
PLAT OF CLIFFORD'S FIRST ADDITION,
VOL. 47, PG. 53
of0
oI
_ I
ss—ss—ss—ss—ss %�—ss—ss—ss
SSMH J
RIM=507.05
CTR. CHANNEL=498.55
10"(W, E)
SURVEYOR'S NOTES
1. INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1 SECOND TOTAL
STATION. 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 IN MARCH 2018, AND SHOWS THE GENERAL
CONDITION EXISTING AT THAT TIME.
3. THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON
EXISTING AS—BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE
CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR
TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILITY LOCATORS.