cr18_0137CORNER RECORD
ity of Corona County of
Brief Legal Description Parcel 3 of a Portion Gov't Lot 8 pE
CORNER TYPE
Agency Index —
Document Number
Riverside , California
R.S. 48/91. Sec. 5, T. 4 S., R. 6 W., S.B.B. & M.
N.
Elevation
COORDINATES (Optional)
E.
Units rl Metric U.S. Survey Foot
Horizontal Datum
SITE "` �� Zone Epoch Date
Date of Survey December 27, 2017 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) E9 8771 8773 Other:
Corner/ Left as found Established 1:1 Rebuilt ElPre-Construction
Monument: Found and tagged Reestablished R Referenced El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
R�
the Professional Land Surveyors' Act on December 29. 2017
�hed `` P.L.S. or R.C.E. No. 434.3OF CAW
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
1-,q -.
and examined and filed
Signed i P.L.S. or �No.
Title �Lov,1,
County Surveyor's Comment
W.O. 17-107
BPELSG-2016 Page 1 of 2
Government Corner
Control
rill
Meander
Property
Rancho
Other
Agency Index —
Document Number
Riverside , California
R.S. 48/91. Sec. 5, T. 4 S., R. 6 W., S.B.B. & M.
N.
Elevation
COORDINATES (Optional)
E.
Units rl Metric U.S. Survey Foot
Horizontal Datum
SITE "` �� Zone Epoch Date
Date of Survey December 27, 2017 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) E9 8771 8773 Other:
Corner/ Left as found Established 1:1 Rebuilt ElPre-Construction
Monument: Found and tagged Reestablished R Referenced El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
R�
the Professional Land Surveyors' Act on December 29. 2017
�hed `` P.L.S. or R.C.E. No. 434.3OF CAW
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
1-,q -.
and examined and filed
Signed i P.L.S. or �No.
Title �Lov,1,
County Surveyor's Comment
W.O. 17-107
BPELSG-2016 Page 1 of 2
uocument IvumDer
SURVEYOR'S NOTES
BASIS OF BEARINGS IS TAKEN FROM THE CENTERLINE OF POPPY
STREET PER R.S. 48/91 BEING N 88.45'00" W.
20' ACCES
• DENOTES FOUND MONUMENTS AS NOTED. EASEMENT
O DENOTES SET I.P. TAGGED L.S. 4343, FLUSH.
( ) DENOTES RECORD DATA PER R.S. 48/91.
0 DENOTES SEARCHED, FOUND NOTHING.
R&M DENOTES RECORD AND MEASURE DATA.
S.F.N. DENOTES SEARCHED, FOUND NOTHING.
ALL I.P. DIMENSIONS ARE INSIDE DIAMETER.
925.77'
ncv Index
N 89'27'35" W 1307.72'
"--NORTH LINE OF S 1/2
FD. 1" I.P. TAGGED OF GOVT LOT 8,
R.C.E. 8613, FLUSH, SEC. 5, T.4S., R.6W.
PER R.S. 48/91.
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°O s INST. No. 110002
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GO REC. 9/27/1965
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PARCEL 2
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N 8845'00" W
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S.F.N.
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204.43' (204.38' CALC'D)_
S.F.N.
(20'
184.41' (184.38')
S
0
b
0
0
PARCEL 3
p_
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O
O
Z
183.62' (183.59')
< 3
S.F.N.
203.64' (203.59' CALC'D)
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N 88'45'00" W
S.F.N.
n N N
PARCEL 4
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7 N
20
�} It
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182.83' (182.80')
^ z
M
..
202.85' (202.80' CALC'D)
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N 88'45'00" W
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j
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N 89'27'35" W 1307.72'
"--NORTH LINE OF S 1/2
FD. 1" I.P. TAGGED OF GOVT LOT 8,
R.C.E. 8613, FLUSH, SEC. 5, T.4S., R.6W.
PER R.S. 48/91.
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O
°O s INST. No. 110002
c6 Ld
GO REC. 9/27/1965
660.30' (660.50' CALC'D)
N 8845'11" W
-FD. 6" CONC. MON. W/NAIL,
UP 0.7', PER R.S. 48/91, AS
S.W. COR. GOVT LOT 8. I
SCALE: 1"= 150'
202.31' (202.29')
N 88'45'00" W
DETAIL "A"
SCALE: 1"=100'
FD. 1" I.P. TAGGED
L.S. 3983, DN. 0.9',
PER C.R. 86-440.
(205.91')
205.95'
185.95'
a 20' (185.90')
PARCEL 1
PARCEL 2
SEE DETAIL "A"
PARCEL 3
PARCEL 4
176.00'
R&M
LO
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CV
N
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U M Z
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ai
oT ~202.85'
260.00' R&M 202.31' (202.29')
N 88'45'00" W 632.31' (632.29' CALC'D)
R. S 48/91
170.00'
R&M
FD. 3/4" I.P. W/PLASTIC PLUG
STAMPED RCFC, FLUSH, NO
REFERENCE. ACCEPTED AS S.E.
COR. SEC. 5 PER R.S. 48/91.
CD
n POPPY STREET
_ BASIS OF BEARINGS
N 88'45'00" W 653.75' (653.74')
FD. MAG NAIL & WASHER STAMPED RIV. CO.
TRANS., NO REFERENCE. ACCEPTED AS CL.
INTER. OF QUEBEC AVE. & POPPY ST. PER
R.S. 48/91. CHECKS TIES PER T.B. 18/44.
CORONITA TRACT No. 2
QUEBEC AVENUE M.a. 15/63
BPELSG-2016 Page 2 of 2
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INST. No. 110003
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REC. 9/27/1965 M
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30,—
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660.30' (660.50' CALC'D)
N 8845'11" W
-FD. 6" CONC. MON. W/NAIL,
UP 0.7', PER R.S. 48/91, AS
S.W. COR. GOVT LOT 8. I
SCALE: 1"= 150'
202.31' (202.29')
N 88'45'00" W
DETAIL "A"
SCALE: 1"=100'
FD. 1" I.P. TAGGED
L.S. 3983, DN. 0.9',
PER C.R. 86-440.
(205.91')
205.95'
185.95'
a 20' (185.90')
PARCEL 1
PARCEL 2
SEE DETAIL "A"
PARCEL 3
PARCEL 4
176.00'
R&M
LO
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ir) .+
CV
N
D O �
U M Z
f�
M
ai
oT ~202.85'
260.00' R&M 202.31' (202.29')
N 88'45'00" W 632.31' (632.29' CALC'D)
R. S 48/91
170.00'
R&M
FD. 3/4" I.P. W/PLASTIC PLUG
STAMPED RCFC, FLUSH, NO
REFERENCE. ACCEPTED AS S.E.
COR. SEC. 5 PER R.S. 48/91.
CD
n POPPY STREET
_ BASIS OF BEARINGS
N 88'45'00" W 653.75' (653.74')
FD. MAG NAIL & WASHER STAMPED RIV. CO.
TRANS., NO REFERENCE. ACCEPTED AS CL.
INTER. OF QUEBEC AVE. & POPPY ST. PER
R.S. 48/91. CHECKS TIES PER T.B. 18/44.
CORONITA TRACT No. 2
QUEBEC AVENUE M.a. 15/63
BPELSG-2016 Page 2 of 2
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