HomeMy WebLinkAboutP_4th_Dim_SURVEY_190709_v1LEGAL DESCRIPTION
SSMH RIM=409.94
IE 8" PVC(N)=387.79
IE 8" PVC(W)=387.74
IE 8" PVC(S)=387.69
CB RIM=407.08
IE 8" PVC(SE)=403.78
IE 6" PVC(W)=404.68
SDMH RIM=406.73 I \CB RIM=406.90
N)=396.93 I IE 12" CPP(S)=401.70
IE 30" CMP
IE 12" CPP(NW)=328.73 I IE 12" CPP(E)=401.70
- - -406-
IE 3" ADS(W)=396.83 --
I
THAT PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, nl
W.M., KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS:
I
THE SOUTH 290.4 FEET OF THE WEST HALF OF THE SOUTHWEST
QUARTER OF THE SOUTHEAST QUARTER. I I
I
LESS THE EAST 230.00 FEET. I
_ I I
LESS THE COUNTY ROAD. "----
- I I
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 404-
EQUIPMENT & PROCEDURES
METHOD OF SURVEY.
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
PRECISION.
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
BASIS OF BEARING.
THE MONUMENTED CENTERLINE OF N.E. 1ST ST.,
AS THE BEARING OF N 88'03'08" W.
SURVEY REFERENCES
PLAT OF CHERRYWOOD LANE - V0. 181, PG. 81
RECORED OF SURVEY - VOL. 161, PG. 169
VERTICAL DATUM
NAVD 88
FOUND 3" BRASS DISK & PUNCH AT
SURFACE. CITY OF RENTON MONUMENT
NUMBER 1851. ELEV. = 398.55'
LEGEND
•
SET 1/2" X 24" REBAR W/CAP STAMPED 'PCS 37536"
O
EXISTING REBAR W/CAP, AS NOTED
X
SET NAIL AND WASHER STAMPED 'PCS 37536"
i
EXISTING NAIL AND WASHER AS NOTED
OFOUND
CONCRETE MONUMENT AS NOTED
a a �
RIGHT OF WAY CENTERLINE
Q
STORM DRAIN MANHOLE
❑
CATCH BASIN
M
WATER VALVE
FIRE HYDRANT
®
WATER METER
TSJB
TRAFFIC SIGNAL JUNCTION BOX
DOWN 0.7'. MAY 2018.
SANITARY SEWER MANHOLE
A
°
SIGN POST
-0-
UTILITY/POWER POLE
0
POPLAR TREE
TSJB Z
POPLAR TREE
EPM
ELECTRICAL PAINT MARK
TR ❑
TELEPHONE RISER
TPM -
TELEPHONE PAINT MARK
- GPM -
GAS PAINT MARK
❑o
GAS METER
0
GAS VALVE
O
TELEPHONE MANHOLE
@W
WATER MANHOLE
1023059066
I , 1023059065
1023059086
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❑ a
I I I
9. SSCO RIM=402.09
I I
®I \A SSCO RIM=401.44
SSMH RIM=401.17 I CB RIM=401.10
"" PVC(N)=387 NO MID
' PVC( W =387B7°
I I I
C - S I CB RIM=401.16
g 0 a i IE 12 CPP(E)=395.96
IE 12" CPP(S)=396.06
Vy I I
SD --2
4 ° SDMH RIM=400.34
d I IE 12" CPP(E)=393.04
IE -12" CPP(S)=390.94
1€� PVC(SE)=390.4----------------1-------
---ACCESS --
-----------------------------
®® AC a° 4 � CESS PORT ACCESS PORT ACCESS PORT ACCESS PORT ACCESS PORT -----------1--------------------------------
❑� - 02 29 RIM= 402.58 RIM=403.10 RIM=403.57- i/ RIM=404.81
a
SSMH RIM=400.40 ° I -' ❑ (---0 �PORT
❑ ❑ ❑
IE 8" PVC(N)=386.85 a -- --- --- ACACCESS_PORTIE 8" PVC(E)=386.80 J 402 ---
IE 8" PVC(S)=386.75 ❑ RIM=403.9 RIM=40465 -
40Q� ACCESS PORT_ \
------------RiM=403.04 -----398 -------------
CB RIM=399.97
IE 12" CMP(S)=396.97 o4i '------------------------396-----------------
----------------------------
FOUND REBAR W/CAP STAMPED
I - "I/ 'DRS 38016" 0.1 '(E), 0.1 '(S) OF
Q FOUND REBAR W/CAP
/ rn \ \ STAMPED 'DRS 38016"
0 0.2'(S) OF PROP. COR. �'� 14'x2
P END CONC. WALL 0.2'(W) i
F PROP. LINE
II 24,"
CB RIM=401.46
IE 12" CMP(W)=396.86
IE 12" CMP(N)=396.86 V 12'
14"P 1
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14" IF
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I it
14 "x2
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I II
--- i IE 24" CPP=389.86
LOT AREA --_
4 vl 23,170 SF i ----"'
\ 1023059068
-__ 14"
t P ASPHALT
I91
% 111023059111
❑ % l ,'- ; 1023059037
SDMH RIM=404.44 SDM�RIM=3�9311
❑IE 30" CMP(W =388.04
vk
IE 24" CMP(E)=387.76 I IE 12" CPP(N)=389.87 ; ; CONC. WALL
IE 8" PVC(SE)=394.74 d P E IE 24" CPP(W)=J88.87
( _IE 24" CPP(E)=388.87 --- ---- - QO
I
4 - I
TR❑ 14"x3
-----------'
-----------396---------------- '
_ASPHALT
P/L
- -'
d --- 398---------
------
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° 16'X2
�\
® I v j
M/f
14" /I
P ROCKERY �TRAILERI
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�---- / - -- 404 -- - � I
---- -
P� LSC ,� �-�6----
OF 'PROP. LINE ' CHAIN LINK FENCE
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°
° 4
SSMH-
JE
-JE 8"
O j
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I x ,
1106
� I
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4 % Y/ HOUSE
4502 �/ PEMCO OFFICE
# Q#4508
f
x3
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d J/
09.42 I
)=386.2 - ---- ' FP
c
' 4 \ END CONC. WALL 0.5'(E)
❑ S STAMPE OF PROP. LINE
T CORAMMEE
SDMH RIM=409.42
IE 12" RCP(N)=4L
I
---------------------------L------------
a
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CB RIM=409.65
IE 12" CPP(W)=406.00 ° .4
IE 12" CMP(E)=406.75
IE 12" CPP(S)=406.55
a
NOTES
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
IMPLIED. THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND
DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS,
AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY.
a
CB RIM=409.64
IE 12" CMP(W)=407.44
AQ- of o W R�
Asq
H/ I N
�•
a a4
/
4
a a �
3
n
FOUND CASED CONC. MON.00
W/INVERTED BRASS NAIL.
a d a a
DOWN 0.7'. MAY 2018.
°
- °
m
A
°
a
4
_
--�----------------
a
4 a 88'
I.�
d Q-
.
° O'
d° -4 4_ a
° ° °
FOUND CASED CONC. MON.
_
�-�---_--- ate_ _ _ S _ - _
4
S o-
° Q ° ° . ° d d a ° d Q a 4 a
a 4
W/3„ BRASS DISK & PUNCH.
0.7'. MAY 2018.
a
1292.85'
--------4
N E. TH J 94 a
_-DOWN
N 85'48' 45 "
°
4S
W
1877'
44
44 a ° ° Q- - _
° a a
d
FOUND CASED CONC. MON.
4 °NIA
W/3" BRASS DISK & PUNCH.
DOWN 0.7'. MAY 2018.
d a 4 a a a
ELEV. 398.55'
\
\
m
a
J
CB RIM=409.65
IE 12" CPP(W)=406.00 ° .4
IE 12" CMP(E)=406.75
IE 12" CPP(S)=406.55
a
NOTES
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
IMPLIED. THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND
DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS,
AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF THIS PROPERTY.
a
CB RIM=409.64
IE 12" CMP(W)=407.44
AQ- of o W R�
Asq
f�d�'lCn
o •P 37536
4
SCALE. 1" = 20'
0 20 40