HomeMy WebLinkAbout360712 #Survey site planx
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30
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NE 12TH STREET
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30"F
16"DEC
30"F
EM
GM
HB
GM
8"DEC
TJR
8"DEC(2)
FOUND 1/2" REBAR AND
CAP AT GRADE
"MHT 9470"
E. 0.1'
09-02-21 FOUND 1/2" REBAR AND
CAP IN 5" X 5" CONC
"MHT 9470"
E. 0.1'
09-02-21
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EXTRUDED CURB
EXTRUDED CURB
STOP SIGN
SPEED SIGN
SIGN
"DEAD END"
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6'
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6'
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6"DEC(3)
CULVERT
12" ADS
IE 428.96'
FOG LINE
FOG LINE
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OP OP OP OP
SINGLE STORY
WOOD HOUSE
WOOD GARAGE
SHED ON
CONC SLAB
TREE CANOPY
LINE (TYP)
TREE CANOPY
LINE (TYP)
TREE CANOPY
LINE (TYP)
CHIMNEY
SHED
432
43
4
4
3
2
4
3
4
430430
43
0
43
0
430
432
430
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~
N87°59'46"W 2,625.71'(M)(R1)
~
~
1,506.81'(C)(R1)
134.07'(C)(R1)
PARCEL B
KING COUNTY BOUNDARY
LINE ADJUSTMENT
REC.NO. 9802099012
PARCEL A
CATCH BASIN
TOP 430.37
12" CONC IE 427.29 (OUT-W)
12" CONC IE 427.34 (IN-S)
CATCH BASIN
TOP 429.84
12" ADS IE 428.12 (OUT-W)
12" ADS IE 428.16 (IN-E)
SSMH
TOP 430.09
8" CONC (W), 18" PVC (SE),
8" CONC (S)
CENTER CHANNEL ELEV. 424.53
SDMH
TOP 430.15
12" CONC IE 427.69 ( OUT-N)
12" CONC IE 427.85 (OUT-W)
12" CONC IE 427.90 (IN-E)
CATCH BASIN
TOP 429.80
12" CMP IE 428.11 (OUT-W)
12" CMP IE 428.13 (IN-SE)
DITCH
SSMH
TOP 430.12
8" PVC (NW), 8" PVC (E),
CENTER CHANNEL ELEV. 424.92
SSMH
TOP 434.30
8" PVC (W), 8" PVC (S)
CENTER CHANNEL
ELEV. 425.89
SS
SS
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SS
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SS~SD SD SD SD SD
SD
SD
SD
SD
~
TBM 1
TOP REBAR/CAP
EL = 430.40'
TBM 2
TOP REBAR/CAP
EL = 430.29'
429
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N87°59'50"W 134.14'
N87°59'46"W 134.08'
FENCE 0.3'
E. OF P/L
FENCE 0.2'
W. OF P/L
FENCE 0.3'
W. OF P/L
FENCE 0.5'
W. OF P/L
1.5'
2.5'
FF ELEV. 432.76'
FF ELEV. 431.47'
FF ELEV. 430.30'
AS
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30.00'
30.00'
30.00'
30.00'
STOP
BAR
W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)W(D)
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SSSS ~
SSSS ~
FOUND PUNCH ON
1 1/2" BRASS DISK IN
IN CASE
DOWN 0.7'
08-30-21
UN
I
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N
A
V
E
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N
E
FOUND 1/8" PIN
IN CONC
MON IN CASE
DOWN 1.5'
08-30-21
805.92'(C)(R1)
MO
N
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A
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N
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FOUND TACK IN
CONC MON IN CASE
DOWN 2.1'
08-30-21
178.91'(R1)MO
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N
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178.92'(M)
TREE CANOPY/DRIP LINE
FENCE LINE (TYPE AS NOTED)x
BUILDING LINE
MONUMENT (FOUND AS NOTED)
SIGN
DECIDUOUS TREE
CONIFEROUS TREE
WATER VALVE
FIRE HYDRANT
HOSE BIB
STORM DRAIN MANHOLE
STORM CATCH BASIN
SEWER MANHOLE
POWER POLE/LIGHT POLE
GUY ANCHOR
GAS METER
S
D
GM
WV
POWER OVERHEAD LINEOP
SANITARY SEWER PIPESS
STORM DRAIN PIPESD
CONCRETE PAVING
ASPHALT PAVING
REBAR (FOUND AS NOTED)
POST OR BOLLARD
GAS VALVEGV
F FIR TREE
M MAPLE
TREE LEGEND
LEGEND
WATER LINE PER RECORD DATAW(D)
(C)
(M)
P/L
CLF
CALCULATED DIMENSION
MEASURED DIMENSION
PROPERTY LINE
CHAIN LINK FENCE
RE
V
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OF SH
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M
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Save Date:
Plot Date:
9/24/2021 9:48 AM
9/24/2021 10:36 AM
By: Arj P:\O\OWDV01890001\0400CAD\SV\BASES\SV-TP-OWDV01890001.dwg
Aaron JenningsBy:
File:
POR. NW 1/4, NE 1/4, SEC. 9, TWP. 23 N., RGE. 5 E., W.M.
TOPOGRAPHIC SURVEY
FOR
ZHANG PROPERTY
XIAO-LAN ZHANG
17723 110TH PLACE SE, RENTON, WA 98055
SE
P
T
E
M
B
E
R
2
4
,
2
0
2
1
AR
J
1"
=
1
0
'
OW
D
V
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1
8
9
-
0
0
0
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1
1
1
®
20300 Woodinville Snohomish Rd. NE, Ste A
Woodinville Washington 98072
Phone: 425.415.2000
NORTH
1. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE
TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE
FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET
BY WAC 332-130-090.
2. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT
POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL
POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING
TRIMBLE EQUIPMENT. MONUMENT POSITIONS THAT WERE
NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES
WERE TIED INTO THE CONTROL POINTS UTILIZING TRIMBLE
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. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS
THE RESULTS OF A SURVEY MADE ON SEPTEMBER 3, 2021
AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITION EXISTING AT THAT TIME.
4. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF
RECORD WHICH WOULD BE DISCLOSED BY TITLE REPORT
ARE SHOWN.
5. CONTOUR INTERVAL: 2 FOOT
PARCEL B OF KING COUNTY BOUNDARY LINE
ADJUSTMENT, RECORDED UNDER RECORDING NO.
9802099012, RECORDS OF KING COUNTY, WASHINGTON.
NAVD 88
BASED ON GPS OBSERVATIONS.
SITE BENCH MARKS:
TBM 1: TOP OF REBAR AND CAP, SOUTH
OF ASPH DRIVE ON SITE AS SHOWN
ELEVATION = 430.40'
TBM 2: TOP OF REBAR AND CAP, 3.0' NORTH
OF EDGE OF ASPHALT, 15'± WEST OF
CENTERLINE OF PIERCE ST. N.
ELEVATION = 430.29'
EROF
G
I
E OY
D
U
Call: TOLL FREE
1-800-424-5555
C
LLA
B CALL BEFORE YOU DIG
1. KING COUNTY BOUNDARY LINE ADJUSTMENT,
RECORDED UNDER RECORDING NO. 9802099012,
RECORDS OF KING COUNTY, WASHINGTON.
09-24-21