HomeMy WebLinkAbout127LSM2FD 2" IP WITH 1 1/4" COPPER TAG & NAIL PER 39 LSM 29n_ -0'O5'59' E
PAROL 'A' t/N,56'.35
55���
(39 LSM 29) W �' v`S4Go�N
?� 27 CR 2
a� s FD 1/2" REBAR &TAG LS 6690CEL
F°(39RL5M 29) NOTSCALE --y°oEO Ga�t0.R 450" L=19.23 �T �-. L=156.38'(T) \� ��
'0 wl FO 1/2"REBAR & CAP y.0,6 , \ �i O
Fp Isi 2 NI
ILLEGIBLE 04R) F�sO1S9\$ G� ��-- _g_o 49 O
FD 1 1/2" IP o /
BROKEN TAG '2i 10. O '11
PER 39 LSM 29 0.\oO MI ( all R`�0Sn�5�5 y_V AL�coR,,o,,?yam/_��� pF' pkt UN r
N15'34'20"W 2A S9 \ ZI ---_ /7(N56'45'00`W)"�.Sry\'SAO�f-0
13.44 4 RECORD PER M
--- t;.LS&i 4E —L-- z�l I 6,3ap0"WPE� \°p r
,— -. r------(-\N56'35`24'W�—___.I �'`o�
RECORD PER 6 LSM 49 Y ` _, N �'. 'N� 3g, $1M
N63'40'20 W — — 1
192.00 —
-------------- — \ \
z
NS 35`20'W
�.86' —�
526.19'40"W
20.00 N63'40'20 "W
_
p
5.62 0=7.05' \
v,GF-O R=680
y >p
P
P\Q �PO O M L=84.070
TSCALE I
1 PO• 9
i \4,Lti P
\
FO A� y, APG
DETAIL 'A'
L=67.16'
NO SCALE00
DETAIL
o -p 0- NO SCALE
=6'ST77"
L=74.19' CALC.
L=54.62'
X8'08'16" 107 LSM 15 $p9
�`1p, O {y,
8'
�l
L=66.76' 107 LSM 15 O A(S 0 b)
GP
6d'p
22.31'
o .v
'4
_
t
�o °�.
TSCALE I
'
0
1IryQ F\F'g >p
`�'- FSO GNO \�S 6l �4ri.
SD 0-
`ter. d��P
nR847R=470'D'
L=67.16'
R 94'07040" i GP`.S6 G
DETAIL
o -p 0- NO SCALE
=6'ST77"
L=74.19' CALC.
L=54.62'
X8'08'16" 107 LSM 15 $p9
�`1p, O {y,
8'
�l
L=66.76' 107 LSM 15 O A(S 0 b)
GP
6d'p
vim' R
0
E GPQI"S6
ry REOP
s8. >J �6ap,9
c,f
�0 \ 6l
l
S A.
VD
,00
sLoI� y
J
4 o G ry
FA`s
a9>� v3
�o °�.
TSCALE I
I
� 25' 25'1
92�,
NO 1
1
y�o
j 4 1 11
�l
w
1 I
c,f
7
l
LEGEND
• Found Iron Pipe as noted.
0 Found 1/2" Rebar & Cap as noted.
G Set 3/4' Rebar & Cap with Tag LS 6690
( ) Denotes Record data
(NR) Denotes 'No Record"
6�
�9�3� GES
EO". GR
> 9,Z?-
-RECORD OF SVR TINY
RS N0. 2704
A PORTION OF
RANCIIO 4C,4LANTS
CITY OF LAF,4YETTZ
CONTR,4 COSTA COUNTY, C14LIFORNIf1
SCHELL AND MARTIN, INC.
LAND SURVEYING AND CIVIL ENGINEERING
LAFAYETTE, CALIFORNIA FEBRUARY 2003
SCALE. I" = 60'
BASIS OF BEARINGS
Bearings on this map are based upon the
East Line of the Barabi Parcel (94-305632),
formerly the Hogan Parcel (5924 OR 485),
between the two found monuments as shown
on the map of Record of Survey RSJ2111
(107 LSM 15), said bearing is taken as NO'24'40"W.
Rotate bearings on this map 0'09'40 counterclockwise
to obtain Sanchez deed bearings.
SURVEYOR'S STATEMENT
This map correctly represents a survey made by
me or under my direction in conformandce with
the requirements of the Professional Land Surveyor's Act
at the request of Rick Sanchez in
July,
a award G. rtin, L.S. 6690
F.n 6 Mq exp. do —30-2004
�C Ha '
"E arc C �
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with
section 8766 of the Professional Land Surveyor's Act this
!I AA day of ���t�=.ber 2003_
;ti,, Maurice M. Shiu
/�/7
Road
Commissioner—Surveyor
/ - �Lam.-1
N.. "999
eputy County Road Commissioner—Surveyor
CA, f fL.S. No. 5999 Exp. Date 12-31-04
RECORDER'S STATEMENT
Filed this/~ day of0PTFW 6Y_ , 200.3
at F-00 A M in Book I.,-7 of LSM at
page o2 at the re es of Rich rd Sanchez
- �gf�
Stephen L. weir
C, ecorder
nlh
Deputy County Recorder
JOB 453-02 (SANCHEZ) APN 247-020-004 SHEET 1 OF 1 SHEET
I