HomeMy WebLinkAbout134CR12CORNER RECORD DocumentNumber E" a 0 11
Gity-.Qf nc n r! v n S n CWA County of Cc; ,, A;A Gs6 California
Brief Legal Description Lr-F_ 7 ^ Ca-41-e- Nils VoJn OA M 7.93)
CORNER TYPE
GovernmentCorner p Control p
Meander p Property
Rancho p Other p
Date of Survey 101A13
N.
COORDINATES (Optional)
E.
Zone
NAD83 Epoch
Elev.
Vert. Datum
Meas. Units
NAD27 p NAD83 p
NGVD29 p NAVD88 p
Metric M Imperial p
Corner - Left as found p Found and tagged p EstablishedW Reestablished p Rebuilt p
Identification and type of cornerfound: Evidence used to identify or procedure used to establish or reestablish the corner:
A description of the physical condition of themonument as found and as set or reset:
CSI n t1 Aj J r W N ai 11d e r_S e
SURVEYOR'S STATEMENT OwA A fd,
This Corner Record was prepared by me or under my direction in conformance with
theLand Surveyor's AGt'on Na, 4 2013 -,
No•CE -27818 cn ;
9G 6-.jo :3131114
781tjSigned >
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rf f`rl:-.& or R.C.E. No.
COUNTY SURVEYOR'S STATEMENT OF CP!
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This Corner Record was received X 10V-eH, "r- 1.P iVD
and examined and filed
1
Signed y' /` P.L.Sor#'C-E -No.
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Title z ;cL > 62 or"
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CountySurveyor's Comment PPR P56 228J- 007
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Borpels -1297 Page i of2
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CASTLE HILLVISTA
1
0
9
16'o
Og
1
S6j'
0
7
SCALE: 1" = 60'
13
14
LEGEND
0 FOUND SURVEY POINT (AS NOTED)
Co.
v SET 112" REBAR & CAP - RCE 278 i8 1 o
FD. 2" I.P.
rn
v AL-EY
VIEW
JOB 062 14 (24-M -797) - AVENUE
APN : 18(5-283-007 "
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19 18 17
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COURSE DATA
Page 2of 2
R= 1959.91' D =0 043'36" L= 24.86'
R= 1687.09' D=1003'00' L= 30.92'
R= 1482.47' 0=1 012'00" L= 31.05'
R= 1323.32' D =0 034'14" L= 13.18'
R= 355.00' D =9 052'46" L= 61.21'
R= 382.54' D =5 048'34" L= 38.79'
R= 120.00' D =15 045'00" L= 32.99'
R= 78.00' D =25 030'15" L= 34.72'
R= 88.00' D =56 059'15" L= 87.53'
R= 117.00' D =23 000'00" L= 46.97'
R= 80.00' D =56 000'00" L= 78.19'
R= 362.54' D =21 °12'44" L= 134.22'
R= 375.00' D =22 027'44" L= 147.01'
R= 395,00' D =22 027'44" L= 154.86'
S29 015'00 "E 74.67'
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20
10
r012
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CASTLE HILL VISTA
1
0
9
16'o
Og
1
S6j'
0
7
SCALE: 1" = 60'
13
14
LEGEND
0 FOUND SURVEY POINT (AS NOTED)
Co.
v SET 112" REBAR & CAP - RCE 278 i8 1 o
FD. 2" I.P.
rn
v AL-EY
VIEW
JOB 062 14 (24-M -797) - AVENUE
APN : 18(5-283-007 "
Q
mco
u.i
o
g
W
19 18 17
O
z (24 —M -797)
COURSE DATA
Page 2of 2
R= 1959.91' D =0 043'36" L= 24.86'
R= 1687.09' D=1003'00' L= 30.92'
R= 1482.47' 0=1 012'00" L= 31.05'
R= 1323.32' D =0 034'14" L= 13.18'
R= 355.00' D =9 052'46" L= 61.21'
R= 382.54' D =5 048'34" L= 38.79'
R= 120.00' D =15 045'00" L= 32.99'
R= 78.00' D =25 030'15" L= 34.72'
R= 88.00' D =56 059'15" L= 87.53'
R= 117.00' D =23 000'00" L= 46.97'
R= 80.00' D =56 000'00" L= 78.19'
R= 362.54' D =21 °12'44" L= 134.22'
R= 375.00' D =22 027'44" L= 147.01'
R= 395,00' D =22 027'44" L= 154.86'
S29 015'00 "E 74.67'
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