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Collection: Maps > Nevada County Recorders Maps
Nevada County Recorders Survey Maps Book 15 (274 images)
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Page: of 274
Record of Survey Book 15, pg. 115 (2013)
Catalog #: NC Recorders Map Survey 15-115
Catalog #: NC Recorders Map Survey 15-115
Record of Survey Book 15, pg. 115. Swan Investments. T16N R8E Sec. 26. Main St., East. Golden Center Freeway
Date: 2013
Scanned on: 2013-10-02 08:57:18
File Size: 3.33 MB
Dimensions (pixels): 7,800 x 5,538
Print Sizes:
4" x 6" = 1950 dpi,
5" x 7" = 1560 dpi,
8" x 10" = 975 dpi
Date: 2013
Scanned on: 2013-10-02 08:57:18
File Size: 3.33 MB
Dimensions (pixels): 7,800 x 5,538
Print Sizes:
15
°
i
i]
N 19°15'18"W
744.92 (R5)
Tie to NE cor. GV townsite
FOR
.
S
t
nves
wan
:
t
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N 26°25'13"W 856.37' \
(N 26°16'34"W 856.37')R3
DX
Tie to NE cor. GV townsite
28.23'(R3)—
cap, LS 5954
o" ©,
9.8.
8 (a9)
ao
O4
:
o
no ta
Pon
\\
Oo
rotated 00°18'25" counterclockwise.
Monuments recovered as shown above.
BASIS OF BEARINGS:
Bearings shown hereon are based upon monuments
C4
recovered as shown on the Parcel Map filed in
Book 2 of Parcel Maps at Page 224, Nevada County
Distance
s"
. W ssrso'a
55°45'16" E
[45,75
26.67!
N
92.63'
Are: 28.37!
Rad: 16.43°
es
~
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We @ 20.00
Chamberlin
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6
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y
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Ra
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CA: 98°56'19"
=
one cess—
ae
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N22°31°56" W
12.70!
AS
ANS,
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N 48°36'57" E
27.94'
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2
poc No.
ab O18 NS
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"RB"
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WP
31.59!
Rad: 140.00'
Arc: 76.48'
CA: 31°18'01"
Chd: § 12°06'39" W
75.53'
D5
Tan: 39.22'
§ 31°19'01" W
S$ 31°19'29"
W
P)
COUNTY SURVEYORS STATEMENT:
\e
This map has been examined in accordance
with Section 8766 of the Professional Land Surveyor's Act
\
this 2”0 day of Jiuzy
\®
Bi
365+21.38BC(R1,R2)
364+70.09(R1)
A = 354'57"
a /
1 (R1)
26.36’ (R1)
E\G,
( )R3 Record per 2007-31998 (deed). This has been
rotated 00°15'34” counterclockwise
( )R4 Record per 314 OR 636 and US 3-236,
N 56°04°17°E a eo
9.75'(R1)
60’
—
_o
_
*O
O)
These have been rotated 00°15'34”
counterclockwise
es 2K
;
( )R5 Record per RS 12-442. This has been
rotated 00°18'25” counterclockwise
=\mm 2ri
Ae
3/4" Rebar
tagged LS
4821
4
ore 22.08 ee
@
®
ow
we
9
5 187
33.23'(R1 y\
Q6
:
Oe
5
»\a
2 \ s 8705'00"W
42.07 (Rt)
2\
@
Ss
3/4" Rebar
S 73°45'00°W
33.00'(R1
S 72°10°51"W
2
4
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(RY)
ae
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;
S
_
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U
W 1/4 Cor. Sec.
<
© . 26 per R1
fo)
fe_——
aa
.,
SET 5/8 Rebar, LS 6792 or as described
rotated 00°03’54” counterclockwise
PD Pr
1” =
LEGEND:
( )R1 Record per RS 9-97
( )R2 Record per Cal—Trans Monument Map 03NEV-20, post mile 11.9/18.6. This has been
NS,
nee
License expires 12/31/14
@
SY
O
Kevin“Nelson LS 8423
County Surveyor
Arc 102.49
\
‘
Now LAL ho
S 31°40'25"E
O FOUND AS DESCRIBED
© NOT FOUND, NOT SET
DEPUTY
4
+ 20/3
"B” 366+18.96(R2)
B1 362+00(R1,R2)
»
10.51'
65.24
a
5——o
\e Rad 1500.00"RID
B\ ®,
S 89°27'55"E _.
)“
—
Gregory J. Diaz
COUNTY RECORDER
Chd: S$ 10°01'01" E
"B” 365+61.27(R2)
Bi 364+84.80
B1 364+62.00(R2)
» 2d/3 at
Filed this 32 day of Tay.
[1 5. at 7
in Book . & of Surveys at Page
request of Stephen Hein
1
Ik
1
\,88.00(88)
. 7bin)
©
26"wW\
34"W
Tan: 19.22!
RECORDER ‘SS STATEMENT:
9
© \\%,
\Ye.
80.14:
61.71
" E
19°45'51
S§Rad:
Arc: 31.66'
140.00'
Tan: 18.90' . CA: 12°57'18"
D4
%\\e
\e
5007-31998
=
Records
Bearing
N 31°54'25" W
coC3
LS 6792
Distance
Bearing
D3
A
f.
}
oO)
Course information per R5,
D1D2
\\ &a]
\\
ak¥,\ Oy
a\"o
(530) 273-6651
Course
S
\
@ °.
Ci
Stephen Hein
Course information per R2,
*
-~
Course
Point
pantentee.
By
0
2
dated
. Consolidated
%
“e)
Scale: 1” = 50’
March, 2013
California Survey Company
viae
2
Rae!
CALIFORNIA
ape
a
heirs or assignees of
°
be
oe
Se
0%
The City of Grass Valley,
At the request of Brnda Gillum in February, 2013.
Creek, Ownership in this
area appears to vest in
60
2:
5
ipe,
In the incorporated territory of
NEVADA COUNTY,
PK nail with tag, LS 6792
S 58°25'35"E
8.91 YF 3/4" Iron
oO
per R5
S)
6
This map correc
or under my direction in conformance with the
requirements of the Professional Land Surveyor's Act
to NE cor. GV townsite
gh
\
6"E
N 54°01'2
5/8" Rebar,
with plastic
(N 35°17'34"W 871.64')R4
ZENS
\ce 41.58' OA
A
N 89°55'58I'W
ee
A
7X”
.
88.11)
‘a
os
&
SURVEY
OF
RECORD
\
:
S STATEMENT
SURVEYOR’tly
represents a survey made by me
N 35°22'33"W 871.69'
iS) 52°
4"E
6. 51°
cs
N 68°33' or
e
108.26'
Ws
oon
z 409
5 6t5zoo"
tagged LS
4821
1" Square
iron pin, LS
2089