rs0149_095FD. 3/4" I.P. NO TAG,
DN. 0.1', PER M.B.
76/30-31. SET TAG
L. S. 4343.
IN THE CITY OF NORCO AND CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF PARCEL 2 OF RECORDS OF SURVEY AS SHOWN BY MAP ON FILE IN BOOK 52 OF RECORDS
OF SURVEY, AT PAGE 9, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA IN PROJECTED SECTIONS 28, 32 AND 33
TOWNSHIP 2 SOUTH, RANGE 6 WEST AS SHOWN BY MAP SHOWING A SUBDIVISION OF THE RANCHO LA SIERRA
ON FILE IN BOOK 6 OF MAPS, AT PAGE 70 RANCHOLA SIERRA SEPULVEDA.
ACTION SURVEYS FEBRUARY, 2017
230' to Drr00nC7DC CTATCLAICK117
FD. 1-1/2" I.P. W/WASHER
STAMPED S.A.R.D. C.O., STA.
379 R.E. 70, DN. 0.9' PER
R.S. 52/9 & R.S. 16/52-55.
DETAIL "A" c h
NOT TO SCALE
gg
I� �
V)
DUG 3.0' DEEP MONUMENT
FALLS IN HEAVY BRUSH IN
RIVER BOTTOM. SET AT
PROJECTION OF MONUMENTS
TO EAST AT RECORD
DISTANCE PER R.S. 52/9.
R.S. 58/14-36
FD. 3" I.P. BRASS CAP ON
1-1/2" I.P., STAMPED SOUTHERN -
CALIFORNIA EDISON CO., DN. 1.2".
PER R.S. 16/52-55 & R.S. 52/9.
N 89*51'40* W
55.58*
FD. 3/4" I.P. NO TAG, DN.
2.5 PER M.B. 80/23-24.
SET TAG L.S. 4343.
M.B. 80123-24
R.S. 45195-97
FD. 3/4" I.P. NO TAG, DN.
0.1 PER M.B. 76/30-31.
SET TAG L.S. 4343.
SET POINT ON LINE
AT PROJECTION OF
MONUMENTS TO SOUTH.
FD. 3" I.P. BRASS CAP ON
1-1/2" I.P., STAMPED SOUTHERN
CALIFORNIA EDISON CO., DN. 1.9'.
PER R.S. 16/52-515 & R.S. 52/9.
FD. 3" I.P. BRASS CAP ON 1-1/2"
I.P., STAMPED SOUTHERN
UI IT Ul- NUKUU
EAST LINE PER INST. No. 8126
REC. 1-27-1971 & R.S. 58/14-36 '`'
/00100 (SEE SHEET 4 OF 23)
7-1
,24
���,.�'� ,2 SEN
SEE DETAIL "A" I
N 89*31'11�w
i�w E 1/4 COR.
`
48.98SEC. 32
149.00'1
FD. 1-1/2" I.P. W/WASHER
STAMPED S.A.R.D. C.O., STA.
37, R.E. 70, DN. 0.9* PER 200" 100" of
R.S. 16/52-55 & R.S. 52/9.
W. 0. 17— 08
Filed this day of ;�C1u!�\.L 2018, at
in Book -IL-19 of Records of Survey at Page
the request of the County Surveyor.
No. ZlSzOQ_?_�ffOq5
Fee $ISODo.
Peter Aldona, Assessor—County Clerk—Recorder
By
Deputy
SURVEYOR'S STATEMENT.
EET 1 OF 1 SHEET
This map correctly represents a survey made by me or under my direction in
conformance with the requirements of the Professior al Land Surveyors' Act,
at the request of Santa Ana Valley Irrigation Co. on January 24, 2017.
��o LAND s�
No. 4343
Exp. 6-30-2018
OF' CA01
sz�
i�� a 22 -90/8
Gabriel D. Yborra/V. —4--3-43 exp. 6-30-18
SURVEYOR'S NOTES
Basis of Bearings is taken from the Eastline of Parc t:,Al 2 per
R.S. 52/9, being N 00*28'37" E.
9 Denotes found monument as noted.
0 Denotes set 1" I.P. togged L.S. 4343, flush.
{) Denotes record dataper R.S. 52/9.
[ ] Denotes record data per R.S. 16/ 52-55.
Denotes record data per M.B. 80/23-24.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed between Feb uory 14, 2017
and February 23, 2017.
S.W. COR. N 1/2,
N.E. 1/4, N.W. 1/4, COUNTY SURVEYOR'S STATEMENTNX 1/4, SEC. 33. 7 1
STAMPED S.A.R.D., STA. 19
R.E. 70, DN. 0.31, PER R.S.
16/52-55 & R.S. 52/9.
FD. 3/4" I.P. NO TAG, DN.
0.8 PER P.M. 77/12-13.
SET TAG L.S. 4343.
200'
SCALE: 1"= 200'
400" 600'
This map has been examined in accordance with 'ection 8766 of the
Professional Land Surveyors' Act this _26 da of . 7TA A)
2018.
/"� LAND sG\
� p C)
_j C) No. 8488
Exp. 12-31-2018
OF' C A
David L. McMillan, County urveyor
L. S. 8488
Expiration Date: 12-31-18.
-COUNTY SURVEYOR'S NOTE:
I
The County Surveyor has not established as of the dote of recording
of this Record of Survey that the land shown in this Record of Survey
is in compliance with the provisions of the Subdivision' Mop Act, Division
2 (commencing with Section 66410) of Title 7 of the 'Goverment Code
and Riverside County Ordinance 460. The Parcel shown on this survey
may not have been legally created and therefore may; not be a
buildable parcel.
David L. McMillan, County Surveyor
L.S. 8488
Expiration Date.- 12-31-18
PURPOSE OF SURVEY
I HL PURPOSE OF THIS SURVEY IS TO RETRACE A PORTION OF THE
BOUNDARY OF PARCEL 2 OF R.S. 52/9 AND TO ESTABLISH THE EAST
R/W LINE AS GRANTED TO THE MONO POWER COMPANY PER INST. No.
8125 REC. 1-27-1971.
NOTE
THE S.W. CORNER OF THE N 1/29 S.W. 1/4, N.W. 1/49 OF SEC. 33 WAS
ESTABLISHED BY COMPASS RULE PROPORTIONATE MEASUREMENT USING
S.A.R.D. STA 1 AND STA 2 AS A BASIS THEN RUNNING WEST AND
SOUTH FROM S.A.R.D. 1 TO S.A.R.D. C.O. STA 37,
SEC 32—T2S—R6W RIV. CO. 17-060
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N 00*02'42* E
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to
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-4-
31.46' a. -Vol
FD. 3/4" I.P. NO TAG,
DN.
W
11
1.0% PER R.S. 52/9.
SET TAG L.S. 4343.
P
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to
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G1
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FD. 1-1/2" I.P. W/WASHER
STAMPED S.A.R.D. C.O., STA.
379 R.E. 70, DN. 0.9' PER
R.S. 52/9 & R.S. 16/52-55.
DETAIL "A" c h
NOT TO SCALE
gg
I� �
V)
DUG 3.0' DEEP MONUMENT
FALLS IN HEAVY BRUSH IN
RIVER BOTTOM. SET AT
PROJECTION OF MONUMENTS
TO EAST AT RECORD
DISTANCE PER R.S. 52/9.
R.S. 58/14-36
FD. 3" I.P. BRASS CAP ON
1-1/2" I.P., STAMPED SOUTHERN -
CALIFORNIA EDISON CO., DN. 1.2".
PER R.S. 16/52-55 & R.S. 52/9.
N 89*51'40* W
55.58*
FD. 3/4" I.P. NO TAG, DN.
2.5 PER M.B. 80/23-24.
SET TAG L.S. 4343.
M.B. 80123-24
R.S. 45195-97
FD. 3/4" I.P. NO TAG, DN.
0.1 PER M.B. 76/30-31.
SET TAG L.S. 4343.
SET POINT ON LINE
AT PROJECTION OF
MONUMENTS TO SOUTH.
FD. 3" I.P. BRASS CAP ON
1-1/2" I.P., STAMPED SOUTHERN
CALIFORNIA EDISON CO., DN. 1.9'.
PER R.S. 16/52-515 & R.S. 52/9.
FD. 3" I.P. BRASS CAP ON 1-1/2"
I.P., STAMPED SOUTHERN
UI IT Ul- NUKUU
EAST LINE PER INST. No. 8126
REC. 1-27-1971 & R.S. 58/14-36 '`'
/00100 (SEE SHEET 4 OF 23)
7-1
,24
���,.�'� ,2 SEN
SEE DETAIL "A" I
N 89*31'11�w
i�w E 1/4 COR.
`
48.98SEC. 32
149.00'1
FD. 1-1/2" I.P. W/WASHER
STAMPED S.A.R.D. C.O., STA.
37, R.E. 70, DN. 0.9* PER 200" 100" of
R.S. 16/52-55 & R.S. 52/9.
W. 0. 17— 08
Filed this day of ;�C1u!�\.L 2018, at
in Book -IL-19 of Records of Survey at Page
the request of the County Surveyor.
No. ZlSzOQ_?_�ffOq5
Fee $ISODo.
Peter Aldona, Assessor—County Clerk—Recorder
By
Deputy
SURVEYOR'S STATEMENT.
EET 1 OF 1 SHEET
This map correctly represents a survey made by me or under my direction in
conformance with the requirements of the Professior al Land Surveyors' Act,
at the request of Santa Ana Valley Irrigation Co. on January 24, 2017.
��o LAND s�
No. 4343
Exp. 6-30-2018
OF' CA01
sz�
i�� a 22 -90/8
Gabriel D. Yborra/V. —4--3-43 exp. 6-30-18
SURVEYOR'S NOTES
Basis of Bearings is taken from the Eastline of Parc t:,Al 2 per
R.S. 52/9, being N 00*28'37" E.
9 Denotes found monument as noted.
0 Denotes set 1" I.P. togged L.S. 4343, flush.
{) Denotes record dataper R.S. 52/9.
[ ] Denotes record data per R.S. 16/ 52-55.
Denotes record data per M.B. 80/23-24.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed between Feb uory 14, 2017
and February 23, 2017.
S.W. COR. N 1/2,
N.E. 1/4, N.W. 1/4, COUNTY SURVEYOR'S STATEMENTNX 1/4, SEC. 33. 7 1
STAMPED S.A.R.D., STA. 19
R.E. 70, DN. 0.31, PER R.S.
16/52-55 & R.S. 52/9.
FD. 3/4" I.P. NO TAG, DN.
0.8 PER P.M. 77/12-13.
SET TAG L.S. 4343.
200'
SCALE: 1"= 200'
400" 600'
This map has been examined in accordance with 'ection 8766 of the
Professional Land Surveyors' Act this _26 da of . 7TA A)
2018.
/"� LAND sG\
� p C)
_j C) No. 8488
Exp. 12-31-2018
OF' C A
David L. McMillan, County urveyor
L. S. 8488
Expiration Date: 12-31-18.
-COUNTY SURVEYOR'S NOTE:
I
The County Surveyor has not established as of the dote of recording
of this Record of Survey that the land shown in this Record of Survey
is in compliance with the provisions of the Subdivision' Mop Act, Division
2 (commencing with Section 66410) of Title 7 of the 'Goverment Code
and Riverside County Ordinance 460. The Parcel shown on this survey
may not have been legally created and therefore may; not be a
buildable parcel.
David L. McMillan, County Surveyor
L.S. 8488
Expiration Date.- 12-31-18
PURPOSE OF SURVEY
I HL PURPOSE OF THIS SURVEY IS TO RETRACE A PORTION OF THE
BOUNDARY OF PARCEL 2 OF R.S. 52/9 AND TO ESTABLISH THE EAST
R/W LINE AS GRANTED TO THE MONO POWER COMPANY PER INST. No.
8125 REC. 1-27-1971.
NOTE
THE S.W. CORNER OF THE N 1/29 S.W. 1/4, N.W. 1/49 OF SEC. 33 WAS
ESTABLISHED BY COMPASS RULE PROPORTIONATE MEASUREMENT USING
S.A.R.D. STA 1 AND STA 2 AS A BASIS THEN RUNNING WEST AND
SOUTH FROM S.A.R.D. 1 TO S.A.R.D. C.O. STA 37,
SEC 32—T2S—R6W RIV. CO. 17-060