HomeMy WebLinkAboutSDP2010-00051Figure No. 2 color0.
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CONTROL POINT #4
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CONTROL POINT #
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POSITIOIk HUB 3
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DECK TEMPORARY _ BENCHMARK 'B'
SPIKE W TOP OF STUMP
ELEVATION
CONTROL POINT #2
HUB w/ TACK
-3
HOMESITE TOPOGRAPHIC SURVEY
PREPARED FOR:
MR. SEIICHI ADACHI
Graphic Scale
20' 0 to' 20' 40'
1 " = 20'
BASIS OF BEARINGS: PARCEL "C" SOUTH LINE N88'29'35"W
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B -1
AREA
LEGAL SCRIPTION:
PARCEL
THE NOR QUARTER OF GOVERNMENT LOT 1, SECTION 3, TOWNSHIP 26 NOARTH
RANGE/ WEST, WILLAME E MERIDIAN.
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ION A`HUB 2
POSITIO " HUB 1 /
I
HOUSE BALCONY AREA
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FD. STEEL FX POST ^, ROX/MATE PROPERTY LINE
REBAR /CAP
N 8 9'35" W 143.78' FD. STEEL A
FOUND \& CAP R96 8 FOUND STEEL FOUND STEEL
t POST POST
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Reference-. Survey by Main -Line Surveying dated 7/28/08 (I.E. elev 75 - Black topo lines) and Clark Surveying dated 4/29/08 (LE elev 85 - Brown topo lines)
There is a 10' difference in elevation between each survey.
TEMPORARY BENCHMARK
SPIKE IN TOP OF STUMP
ELEVATION = 67.53'
C 0 20 40
SCALE IN FEET
oe-
5
SEI ADACHI
SLIDE AREA TOPOGRAPHIC SURVEY
ON TOANDOS PENINSULA
JEFFERSON COUNTY, WASHINGTON
JUNE 27TH TO JULY 6, 2008
P�
0d GEC
Approximate location of slide scarp
MAIN -LINE SURVEYING
303n — 81 ST. PLACE, SE, No. 6
ME' =R ISLAND, WA 98040
DATL: 7/28/08, 206 - 236 -6273
JOB No. 08010 S H 1 OF 1
BASIS OF BEARINGS:
HAND COMPASS BEARING
OF N 71 ' E FROM
CONTROL POINT #2 TO
CONTROL POINT #1
DATUM:
MEAN LOWER LOW WATER
(MLLW) BASED ON ELEVATION
OF SEAWATER AT 11:15 AM
C JUNE 20, 1,998 WHEN
TIDE WAS AT 3. 1' PER
TIDAL DATA FOR POINT
WHITNEY
CONTOUR INTERVAL = 2 FEET
Legend
B -1
Approximate location of exploration boring
ELEVATION OF HIGH
POINT IN DRIVEWAY _
= 171.0'
A PORTION OF THE NORTH 114 OF
GOVERNMENT LOT 1, SECTION 3,
TOWNSHIP 26 NORTH, W.M.,
JEFFERSON COUNTY, WASHINGTON
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CONTROL POINT LISTING
CONTROL POINT #5
HUB W/ TACK
\A
CONTROL POINT
#1
N
20095.33
_. POSITION HUB 3
N
E
20069.50
40087.91
E
40148.82
CONTROL
POINT
#2
N
20030.23
TOM 'A'
N
E
19995.45
40141.07
E
39959 77
CONTROL
POINT
N4
N
20220.90
TBU 'B'
N
E
20047.18
40090.51
E
40021.00
CONTROL
POINT
#5
N
20107.32
REBAR & CAP 19628
N
E
20000.00
40000.00
E
40484.56
POSITION
HUB 1
N
20043,59
STEEL POST
N
E
19995.53
40060.30
E
40145.20
N
19992.79
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EXISTING ORAINFIELO AREA
GROUND ELEVATION = 157.3'
LOG ITEM
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