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Nevada County Recorders Survey Maps Book 15 (274 images)

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Page: of 274

Record of Survey Book 15, pg. 212 (2015)
Catalog #: NC Recorders Map Survey 15-212
Catalog #: NC Recorders Map Survey 15-212
Record of Survey Book 15, pg. 212. Zap, LLC. T14N R8E Sec. 20
Date: 2015
Digital Only? Digital
Scanned on: 2016-02-20 09:39:36
File Size: 3.00 MB
Dimensions (pixels): 5,513 x 7,884
Print Sizes:
4" x 6" = 1971 dpi,
5" x 7" = 1577 dpi,
8" x 10" = 986 dpi
Date: 2015
Digital Only? Digital
Scanned on: 2016-02-20 09:39:36
File Size: 3.00 MB
Dimensions (pixels): 5,513 x 7,884
Print Sizes:
Cle daw.
€IE/ S139
Approval of this boundary line adjustment does not
constitute approval nor guarantee sewage disposal
or water availability on these parcels.
All pre-existing lot lines shall be considered erased
or merged by this boundary line adjustment.
fe
Rabon . \ L.C.B. Properties L.L.C.
1985-2072 CK 2007-26268
\
“a \
20, \%
°. \
Yoo \ L.C.B. Properties L.L.C.
© 4 Ny 2007-26268
1” Iron pipe, Sy, ws
no tag (R1, a \o
= @ {@
RS8 ail % 2 1” = 200’
” \
N 58°33°51°W ome 72 Reo, = = __
° set cap LS © \e po N
. § g9°58’09"W {6792 le / %
84.09'(R1) \ S e See Detail A ! \ a
N 52°39'51"W . Osa op Van — AST ROAD 17.63’ R.P
2 * = git ’ "Ee 2 ee = een
142.88 (R1)* d < {gi\9 49 \ PEN 891648 416.19" . N B74628W 42002" N 40°13'06"W lo. N '\_ 7 = (417.00’)R2
91.19°(R1)* \ZS 86°30°25"E —, . (428.21°)R2,R3
2 Those courses have been » 67°09'06W oo 7 426.2221 YN je 3/4” Iron pipe, no
multipled by a scale 235.42'(R1)* \ % 265.4674 (42691 . See Detail B tag, (2’ RP per R3),
ip y ~4+7 . accepted as Olivolo Trust
rotated 00°06'44” 163.93°(R1)* \ \ . $\ 2005-6817 >
counterclockwise Le Lc ‘. 1 tie ! > Fitzwater @
at These courses have ; Lo oe roperues ! >) 20’ Access easement 1985-14435 nm
been rotated 00°04’38” \ Per Doc. 2015 0044127 per 2000-8728, 30° pyc g0Qyta 7 a
counterclockwise ‘ , " \° . Access and utility (Sse + 2° TR, aa
\ \& / Gq easement per Doc. fiirawe eer x .
Course Bearing Distance \ \2 I> 7) ~e oS
Ci § 00°21'°14" W 136.74" \ \3 / Q 5 ba 128 SH . : (2 a>C2 S 09°16'00" W 245.93" _ \e aan @ =, abl> “
C3 Rad: 180.00' Arc: 93.12! © i ic @f 7 3/4" rebar, Os
Tan: 47.63' CA: 29°38'30" pa 12 f,7 no tag (R11) . aa
Chd: $ 24°05'15" W 92.09! 2 7 m =
C4 § 38°54'30" W 127.25" aS 2 x Ch Sec. 2068
. = af \/ P ol
C5 $ 42°16'00" W 93.83 ' Bene SSA Ro per RT OT
C6 S 45°42'34" W 492 .00' 1 989--29659 is an al eR oS
C7 S 28°45'00" W 36.63! en = &o ©
\ ef” i. of CL. 2 ol ~°2 Shelton od
; : \6 sho” L.C.B. Properties N\ == 897 OR 040 es
Course Bearing Distance \ NY ey \Per Doc. # AsIsoba47aB\
Wi § 41°17'35" E 255.00' a fv \ 17.78 Ac. .
we § 30°28'07" E 94.90! a 7 \ 3/4” iron pipe,
W3 S 07°23'08" E 398.52! Ay F Ino tag (R1) oo S87°50'11"E 600.41’(R1)
W4a § 34°30'32" E 31.82! pt Aa” \ \ Sie" Reb
wb § 34°30'32" E 36.67 184 \3 WEST AIT (RT) / esd 5/8” Rebar
W5 S 17°49'25" E 362.66! = \~ 2089(R3) tagged LS
W6 S 06°26'12" E 139.18' 26 ov) 2089(R3)
W7 S 02°02'39" W 93.11! Ael os a
8 S 09°06'44" E 73.28! ou (3 ae ve
ol Ae a
Wo S i7’2i's4’ 85.41 2h wi /*Centerline Proposed NY
ake S_13°35'01" E 123.74 a / Waterline Easement~,. * > a ~~
wi S 25°15'09" E 140.19' LCB Properties ras . * Lc SL
Wi2 Ss 13°31 12" W 51.36! 2003-3229 Bo S73°06'26"E \ . Pid wn NS
Wwi3 S 17°28'37" E 31.36 Mo \ \ Pa = 3” . ron pipe, \
Wi4 S 79°10'03" W 100.37' JO] \ é é no tag (R1) \
2 \ \ / ~ \
LEGEND: 7 wo \/ 8 ne 7681 \
”
; SIR IA EN oO way’ 3
@ SET 5/8” REBAR, L.S. 6792 > Detail A ie 1) RB EN . aL 8 ThA os Pp
S FOUND AS DESCRIBED ©, NE 34’ (RI
© NOT FOUND, NOT SET j .
XX FOUND 5/8” REBAR, LS 6792 PER Ri f \
( )R1 Record per RS 14-95 Pa
( )R2 Record per RS 4-109 ya \
( )R3 Record per RS 6-170 ae ‘ Detail B /
N Not to scale /
\ /
Sa
#
~N “
SURVEYOR'S STATEMENT:
This map correctly represents a survey made by me
ae eee
or under my direction in conformance with the
requirements of the Professional Land Surveyor ‘s Act
At the request of Paul Bowman in November, 2014.
fe“
Stephen Hein LS 6792
License expires 9/30/16
WEST 417.00°(R1)
Ex, 9-30-16
No. 6792 4
COUNTY SURVEYOR'S STATEMENT:
. This map has been examined in accordance
with Section 8766 of the Professional Land Surveyor's Act
this 29 day of Qepeseh _» Zols™
A LAL
Kevin J.“Nelson LS 8423
County Surveyor License
expires 12/31/16
BASIS OF BEARINGS:
Bearings shown hereon are based upon monuments
recovered as shown on the Record of Survey Map
filed in Book 14 of SURVEYS at Page 95, Nevada
County Records
RECORDER'S STATEMENT:
Filed this AZAday of OCt , ZOIS _1t g:<4 am.
in Book of Surveys at Page QiQ_, at the
request of Stephen Hein
FEE? $ 7]
poc No.2DISWAYIAA
Gregory J. Diaz
COUNTY RECORDER
BY pasha Mp a doy ty
DEPUTY
Lot Line Adjustment,
County File No. LA12—0143
RECORD OF SURVEY
ZAP, LLC
A portion of Sec. 20, T.14N. R.8E. MDM
In the unincorporated territory of
NEVADA COUNTY, CALIFORNIA
November, 2014 Scale: 1” 200’
California Survey Company
(530) 273-6651