cr14_0023CORNER RECORD 1 OF 2
City of
RIVERSIDE
Document Number 1 1K- 00 e 3
County of
RIVERSIDE
, California
Brief Legal Description PARCELS 8 -10, PARCEL MAP NO. 36029 PM 227/45 -49 SEC. 18 T3S R5W
(Include Sec., Twp., Rge.,and Meridian or Rancho) A.P.N. APN 234 - 270 - 034, 035 & 036
' nr ATION PM 36029 CORNER TYPE
227/45 -49
COORDINATES
(Optional)
j
R5W Government Corner
❑
Control ❑
N.
Meander
❑
Property ®
E .
E
Zone
NAD27 ❑ NAD83 ❑
O
Rancho
❑
C/L ❑
NAD83 EPOCH
Date of Survey
10/23/12
Elev.
Vert. Datum:
NGVD29 ❑ NGVD88 ❑
Meas. Units:
Metric ❑ Imperial ❑
Corner - -- Left as found ❑ Found and tagged ❑
Established ❑
Reestablished
❑X Rebuilt❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SEE SHEET 2
A description of the physical condition of the monument as found and as set or reset:
SEE SHEET 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' c on OCT OBER 23
Signed
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received J I " ! 20 I � and examined
and filed 0 `" 1 /
Signed WO ljelt,6 Title Deputy County tRrw /Ol
County Surveyor's Comment
THE FILING OF THIS CORNER RECORD
DOES NOT REL
FReM AWRESPONcIR11 ITY OF THE
FILING OF A RECORD OF SURV
/a -W SEr C9 -Z el"
Page 1 of 2 13 -0187
20
L.S. or R.C.E. Number L.S. 5570
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PMB 227/45 -49
APN 234 - 270 -035
(35.to'�
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N (N55'59'58"E 386.62' RdcM) I� L9 (N55'59 - WE 211.43")
351.51' 3 ' 51.5 /
282.02 282.03 104.60' (104.59')
N5559'58 "E 399.27' M3
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(� LINE TABLE 0.21 BW 0 ` APN 234 -270 -034
N 1.: LINE BEARING LENGTH 0.1r L3
c N L1 N47 16 - 13 "W 49.97'
o ^ (N 47'18'42 "W 50.00') DETAIL "E" o DETAIL "F"
L2 N47'16'13 "W 78.20' N o N
N L3 N55 59 - 58 "E 19.50' (R&M) M
as L4 N20'21'2o"E 88.58'
I P (N20'21'44'E 89.14') N55'59 58 E 224.55 FLUSH
z L5 N34'o0'02 "W 43.09'
(N34'00'02 "W 43.21')
L6 N37'3731 "E 266.28' (R&M) BW 0.23'
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PMB 227 �, A
APN 237- 270 -036
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CURVE TABLE
CURVE DELTA RADIUS LENGTH
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Cl 1 23'16 2268.46 54.94' (R&M)
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PMB 227/45 -49
APN 234 - 270 -035
(35.to'�
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N (N55'59'58"E 386.62' RdcM) I� L9 (N55'59 - WE 211.43")
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N5559'58 "E 399.27' M3
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A I LBW 3 �- �� PMB 227/45 -49
(� LINE TABLE 0.21 BW 0 ` APN 234 -270 -034
N 1.: LINE BEARING LENGTH 0.1r L3
c N L1 N47 16 - 13 "W 49.97'
o ^ (N 47'18'42 "W 50.00') DETAIL "E" o DETAIL "F"
L2 N47'16'13 "W 78.20' N o N
N L3 N55 59 - 58 "E 19.50' (R&M) M
as L4 N20'21'2o"E 88.58'
I P (N20'21'44'E 89.14') N55'59 58 E 224.55 FLUSH
z L5 N34'o0'02 "W 43.09'
(N34'00'02 "W 43.21')
L6 N37'3731 "E 266.28' (R&M) BW 0.23'
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M1
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