909hh-grCONTROL DATA
PT.
NORTHING
EASTING
MONUMENT
TARGET
DESCRIPTION
,105.2
(Y)
(X)
ELEVATION
ELEVATION (Z)
DIRT ROAD
ACP -OS
2,150,059.100
6,605,952.110
63.82
63.82
FOUND 3/4" I.P. W/L.S. 4075 PLASTIC PLUG UP 0.1' FOR W 1/4 CORNER SECTION 18,
C ALI
BLUEUNE STREAM (DRY)
l
TRANSMISSION TOWER
+
T. 6 S., R. 9 E., S.B.M. PER RS 85/89-90 AND FB 2174/2.
ACP -09
2,182,715.060
6,609,001.840
109.98
109,98
FOUND 2' I.P. W/GLO BRASS DISK UP 1.3' IN ROCK MOUND FOR NW CORNER SECTION 18,
- - --- --------------
1 FOOT SUPPUMENTAL CONTOUR
— —
SECTION UNE
T. 6 S., R.9 E., S.B.M. PER RS 84/81 AND FB 2174/2.
ACP -10
2,185,333.757
6,609,022.830
160.94
161,44
FOUND 2" I.P. W/RIVERSIDE COUNTY SURVEYOR ALUMINUM DISK UP 1.0' IN ROCK MOUND
FOR W 1/4 CORNER SECTION 7, T. 6 S., R. 9 E., S.B.M. PER RS 84/81.
ACP -17
2,185,340.245
6,611,355.235
252.10
252.60
FOUND 2" I.P. W/RIVERSIDE COUNTY SURVEYOR ALUMINUM DISK UP 0.6' IN ROCK MOUND
FOR C 1/4 CORNER SECTION 7, T. 6 S., R. 9 E., S.B.M. PER RS 84/81.
ACP=18
2,182,711.670
6,611,361.790
170.44
168.90
FOUND 2" I.P. W/RIVERSIDE COUNTY SURVEYOR ALUMINUM DISK UP 2.0' IN ROCK MOUND
FOR S 1/4 CORNER SECTION 7, T. 6 S., R. 9 E., S.B.M. PER RS 84/81 AND FB 2174/2.
ACP -19
2,180,064.460
6,611,360.420
100.68
100,70
FOUND SPIKE FLUSH IN REMAINS ROCK MOUND PER FB 2174/4.
Y 2,185,000
LEGEND
H' �iartwick, Inc.
ACP -17
CONTROL POINT HORIZ. & VERT.
134.60
(k ELEVATION)
,105.2
SPOT ELEVATION
❑
BUILDING OUTLINE
WILLIAM F. l
DIRT ROAD
—�--
FENCE BARBED WIRE
No. 5968
FENCE CHAIN LINK
Ep -�
WATER BODY
C ALI
BLUEUNE STREAM (DRY)
l
TRANSMISSION TOWER
+
POWER POLE
GUY
THIS MAP
10 FOOT CONTOUR
0 50
2 FOOT CONTOUR
- - --- --------------
1 FOOT SUPPUMENTAL CONTOUR
— —
SECTION UNE
THERMAL BORROW SITE
PORTION OF SECTIONS 7 AND 18 OF T. 6 S., R. 9 E., SBM
I I I
00 0
0 0
0
Ci
rn o
0
co co co
x x x
%"%RmmAI�IEC IIA'
ANN
H' �iartwick, Inc.
97 East C***Avwxn
v
�� LA►'' „�i
FWKSW ds, CaN arrlla
745-2967
WILLIAM F. l
SCHMINDT
No. 5968
Ep -�
C ALI
DATE OF PHOTOGRAPHY 6-9-97
PHOTO SCALE: 1" - 800'
THIS MAP
COMPILED BY DIGITAL PHOTOGRAMMETRIC METHODS
0 50
GRA"W
100 200 300
( IN FEET )
1 INCH = 100 FT.
CONTOUR INTERVAL = 2'
SUPPLIMEINTAL 1 FOOT CONTOURS SHOWN
Y 2,184,000
Y 2,183,000
Y 2,182,000
Y 2,183,000-
Y 2,182, M
Sig M 2 OF 3
Y 2,181,000
kY 2,180,000
--------------------- ------- ------------
107. x 90.2x 89.4x
--- -
--------------
-- --- ---go.ox
-------------- -- ---------- ------- -- ---------------- -------------
7
18
9. 90.3
x
--------- -----
---- -
-------
-------- - ----
Z.
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----------------
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-
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------
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-1.
-------------------------
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•
----------------
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----------------
--------------
x 47.2
N,
RX
I N,
ox -
N
x46.7 x 47.7
00
0 0
o
C� C�
JOCP-1
Y 2,180, M
SHUT 3 OF 3
90Q -HH