cr17_0291CORNER RECORD Document Number _,� /
City of Riverside county of Riverside California
Brief Legal Description That parcel shown on Record of Survey per R.S.134136. Fractional Section 35, T. 2S.,
R. 5W., S.B.M. APN: 223-030-002
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
See reverse, page 2 of 2.
A description of the physical condition of the monument as found and as set or reset:
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
Surveyors' Act on
or @rXX. Number 4343
COUNTY SURVEYOR'S STATEMENT
This Corner Reco d was received I,/," `✓ ,�_ and examined
and filed %
Signed D-ep-tiryiCoturty Surveyor
County Surveyor's Comment
Page 1 of 2
Rev A (2/05)
T 4'
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N,:, 76 j i
lxp.
CV -11-1102-15
CORNER TYPE
COORDINATES
(Optional)
ITE
Government Corner ❑ Control
❑
N.
Meander ❑ Property
❑X
E.
Rancho ❑ Other
❑
Zone NAD27 ❑
NAD83 ❑
Date of Survey 8/0412016 & 811512016
NAD83 EPOCH
Elev.
Vert, Datum: NGVD 29 ❑
NAVD88 ❑
(include: Sec.,
Twp., Rge. & Meridian or Rancho)
Meas. Units Metric ❑
Imperial ❑
Corner —
Left as found X❑ 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 reverse, page 2 of 2.
A description of the physical condition of the monument as found and as set or reset:
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
Surveyors' Act on
or @rXX. Number 4343
COUNTY SURVEYOR'S STATEMENT
This Corner Reco d was received I,/," `✓ ,�_ and examined
and filed %
Signed D-ep-tiryiCoturty Surveyor
County Surveyor's Comment
Page 1 of 2
Rev A (2/05)
T 4'
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N,:, 76 j i
lxp.
CV -11-1102-15
SURVEYOR'S NOTES
BASIS OF BEARINGS IS TAKEN FROM THE NORTHERLY
LINE OF THE PARCEL SHOWN ON RECORD OF SURVEY
PER R.S. 134/36, BEING S 86'06'15' E.
DENOTES FOUND MONUMENT AS NOTED.
O DENOTES SET 1" I.P. TAGGED L.S. 4343, UP 0.6%
HOLDING RECORD DATA PER R3 FROM ANGLE POINT
TO SOUTHWEST THROUGH FOUND LINE POINTS,
UNLESS OTHERWISE NOTED.
(R1) DENOTES RECORD DATA PER R.S. 134/36.
(R2) DENOTES RECORD DATA PER M.B. 94/1-4.
(R3) DENOTES RECORD DATA INST. NO. 90028, REC. 7-10-1972.
S.F.N. DENOTES SEARCHED, FOUND NOTHING.
ALL I.P. DIMENSIONS ARE INSIDE DIAMETER.
FD. 1" I.P. TAGGED
R.C.E. 16943, UP 0.5',
PER R.S. 134/36.
BASIS OF BEARINS
N 86°06'15" W 312.97'
(N 86'06' 15 '• 1%' 3;3.03' R7&
(N 86°05' E 312,87' R3)
FD. R.R. SPIKE IN SIDE OF
ROCK PER R.S. 134/36 &
M.B. 94/1-4.
FD. 1" I.P. TAG ILLEGIBLE NO
REF., DN. 0.5', IN LIEU OF
NAIL & TAG R.C.E. 26943 IN
18"x18"X12" GRANITE ROCK
PER R.S. 134/36.
SET NAIL & TAG L.S. 4343 IN
CONCRETE FENCE POST FOOTING
BY COMPASS RULE FROM SOUTH
WITH DATA PER R3.
FD. 3/4" I.P. TAGGED
R.C.E. 862, UP 0.1', -
PER R.S. 134/36.
EINE DATA
ON
BEARING
DISTANCE
tO
N 23'19'39" E
61.62'
(RI)
(N 23°33'07" E)
(61.30')
(R3)
(N 22'59' E)
(61.32')
0
N 22'50'34" E
47.81'
(R7&R2)
(N 22'50'25" E)
(47.77')
(R3)
(N 23'21' E)
(47.92')
(7
N 43'20'27" W
1.97'
(R1&R2)
(N 40'01'21" W)
(1.99')
(R3)
(N 42°53' W)
(2.00')
®
N 60'52'56" E
35.64'
(R2)
(N 60'54'04" E)
(35.70')
5
N 60'5256" E
95.05'
(Ri&R2)
(N 60'54'04" E)
(94.97')
FD. 1/2" I.P. TAGGED
R.E. 862, UP 1.5',
PER R.S. 134/36 &
M.B. 94/1-4.
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21
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FD. 3/4" I.P. TAGGED
�Dc R.E. 862, UP 0.9',
PER R.S. 134/36 &
M.B. 94/1-4,
FD. NAIL, TIN & TAG
R.C.E. 862 IN ROCK -
PER M.B. 94/1-4.
FD. 3/4" I.P. TAGGED
R.C.E. 862, UP 0.91
,
PER R.S. 134/36 & -
M.B. 94/1-4.
Oy2 E
R22FRyl-
lN
1166. 166.
® X: 16
Page 2 a12
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1260' RIFF
6
5 X126 26
FD. 1" I.P. TAGGED
R.C.E. 9876, UP 0.4',
4 PER R.S. 134/36 &
M.B. 94/1-4.
FD. NAIL & TAG 19
R.C.E. 862 IN ROCK
PER R.S. 134/36 &
M.B. 94/1-4.
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21
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IN 65h yV-y6 21
`2 `2z 22� k2 y0• �2l
1260' RIFF
6
5 X126 26
FD. 1" I.P. TAGGED
R.C.E. 9876, UP 0.4',
4 PER R.S. 134/36 &
M.B. 94/1-4.
FD. NAIL & TAG 19
R.C.E. 862 IN ROCK
PER R.S. 134/36 &
M.B. 94/1-4.