HomeMy WebLinkAboutSDP2010-00051 Figure No. 21
CONTROL POINT #2
HUB W1 TACK
I
r
N
i
A
POSITION HUB 3
r...
0.960
..., i
E
40148.82
1
Ja.
r
#2
3►
`•�
fF N CQ
1.03
�±
19995.45
40141.07
E
39959.77
O p `•
#4
E
20220.90
N =}
N
E
2CO4 7.18
400..0.51
�o
z
40021.00
CONTROL POINT
1
N
0.98
REDAR & CAP 19628
N
E
20000.00
40000-00 0 20 40 $0
1
CONTROL POINT #2
HUB W1 TACK
I
#1
N
20095.33
POSITION HUB 3
r...
20069.50
40087.91
f�
E
40148.82
Ja.
r
#2
1
20030.23
P
N
E
HOMESITE TOPOGRAPHIC SURVEY
CONTROL POINT #4
HUB Yi/ TACK
BEACH l4EA
i
RAINAGE
4oF = /
CV
Crr
PR A R�All.
*RKINGI TU NARO ND AREA
WIRE FENCE
4S 55 65
CONTROL POINT 1 ", LEGAL SCRIPTION:
TACK THE NOR QUARTER OF GOVT�- RRK3KBENT LOT 1. SECTION 3, TOWNSHIP 26 NOARTH
f' \ RANGE/ WEST, WILLAME . 'MERIDIAN.
} POSITION' HUB 3
' r ION HUB 2
POSIT10 HUB 1
HOUSE BALCONY aEA
r SEI ADACHI
If
3 TEMPORARY, BENCHMARK B SLIDE AREA TOPOGRAPHIC SURVEY
SPIKE IN TOP OF STUMP +-_j
OF STU
- ELEVATION 6n.3t"
ON TOANDOS PENINSULA
JEFFERSON COUNTY WASHINGTON
JUNE 27TH TO JULY 6 2008
FD. STEEL Fx POST -APPROXIMA TE i
- --
'ROPERTY LINE
FD. STEELjt7(
FOUND STEEL
POST
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 tines)
There is a 10' difference in elevation between each survey.
7--Tzl,4PORARY BENCHMARK 'A
P�
d
Approximate location of slide scarp
SPIKE IN TOP STUMP MAIN-LINE SURVEYING
ELEVATION = G7.7. 53'
3030 — 81 ST. PLACE, SE, No. 6
MERCER ISLAND, WA 98040
DATE: 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
T CONTROL POINT 112 TO
CONTROL POINT //1
20 10 0 20 .4
SCALE IN FEET
DATUM:
MEAN LOWER LOW WATER
(MLLW) BASED ON ELEVATION
OF SEAWATER AT 11:15 AM
ON JUNE 20, 1998 WHEN
TIDE WAS AT 3.1 ' PER
TIDAL DATA FOR POINT
WHITNEY
CONTOUR INTERVAL = 2 FEET
IB34 Approximate location of exploration boring
A PORTION OF THE NORTH 114 OF
CO VERNMEN T LOT 7, .SECTION 31
TOWNSHIP 26 NORTH, W.M.,
JEFFERSON COUNTY, WASHI N11� TON-
CONTROL POINT #5
HUB t'J/ TAC\K
\L,
4 :T�
G)
EXISTING DRAINFIELD AREA
V �p GROUND ELEVATION
CONTROL POINT LISTING
ELEVATION OF HIGH
POINT IN DRIVEWAY
171.0'
CONTROL POINT
#1
N
20095.33
POSITION HUB 3
N
E
20069.50
40087.91
E
40148.82
CONTROL POINT
#2
N
20030.23
TB!A 'A'
N
E
19995.45
40141.07
E
39959.77
CONTROL POINT
#4
N
20220.90
T61.1 ' B'
N
E
2CO4 7.18
400..0.51
E
40021.00
CONTROL POINT
#5
N
20107.32
REDAR & CAP 19628
N
E
20000.00
40000-00 0 20 40 $0
E
40484.56
POSITION HUB 1
N
20043.59
STEEL POST
N
E
3 ` --
19995.53
40090. Feet
E
40145.20
----- _-
N
19992.79
!
'f
CONTROL POINT #4
HUB Yi/ TACK
BEACH l4EA
i
RAINAGE
4oF = /
CV
Crr
PR A R�All.
*RKINGI TU NARO ND AREA
WIRE FENCE
4S 55 65
CONTROL POINT 1 ", LEGAL SCRIPTION:
TACK THE NOR QUARTER OF GOVT�- RRK3KBENT LOT 1. SECTION 3, TOWNSHIP 26 NOARTH
f' \ RANGE/ WEST, WILLAME . 'MERIDIAN.
} POSITION' HUB 3
' r ION HUB 2
POSIT10 HUB 1
HOUSE BALCONY aEA
r SEI ADACHI
If
3 TEMPORARY, BENCHMARK B SLIDE AREA TOPOGRAPHIC SURVEY
SPIKE IN TOP OF STUMP +-_j
OF STU
- ELEVATION 6n.3t"
ON TOANDOS PENINSULA
JEFFERSON COUNTY WASHINGTON
JUNE 27TH TO JULY 6 2008
FD. STEEL Fx POST -APPROXIMA TE i
- --
'ROPERTY LINE
FD. STEELjt7(
FOUND STEEL
POST
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 tines)
There is a 10' difference in elevation between each survey.
7--Tzl,4PORARY BENCHMARK 'A
P�
d
Approximate location of slide scarp
SPIKE IN TOP STUMP MAIN-LINE SURVEYING
ELEVATION = G7.7. 53'
3030 — 81 ST. PLACE, SE, No. 6
MERCER ISLAND, WA 98040
DATE: 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
T CONTROL POINT 112 TO
CONTROL POINT //1
20 10 0 20 .4
SCALE IN FEET
DATUM:
MEAN LOWER LOW WATER
(MLLW) BASED ON ELEVATION
OF SEAWATER AT 11:15 AM
ON JUNE 20, 1998 WHEN
TIDE WAS AT 3.1 ' PER
TIDAL DATA FOR POINT
WHITNEY
CONTOUR INTERVAL = 2 FEET
IB34 Approximate location of exploration boring
A PORTION OF THE NORTH 114 OF
CO VERNMEN T LOT 7, .SECTION 31
TOWNSHIP 26 NORTH, W.M.,
JEFFERSON COUNTY, WASHI N11� TON-
CONTROL POINT #5
HUB t'J/ TAC\K
\L,
4 :T�
G)
EXISTING DRAINFIELD AREA
V �p GROUND ELEVATION
CONTROL POINT LISTING
ELEVATION OF HIGH
POINT IN DRIVEWAY
171.0'
CONTROL POINT
#1
N
20095.33
POSITION HUB 3
N
E
20069.50
40087.91
E
40148.82
CONTROL POINT
#2
N
20030.23
TB!A 'A'
N
E
19995.45
40141.07
E
39959.77
CONTROL POINT
#4
N
20220.90
T61.1 ' B'
N
E
2CO4 7.18
400..0.51
E
40021.00
CONTROL POINT
#5
N
20107.32
REDAR & CAP 19628
N
E
20000.00
40000-00 0 20 40 $0
E
40484.56
POSITION HUB 1
N
20043.59
STEEL POST
N
E
3 ` --
19995.53
40090. Feet
E
40145.20
----- _-
N
19992.79
11