rs153_076NW COR. SEC. 35
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IN THE UNINCORPORATED TERRITORY OF COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN.
FOMOTOR ENGINEERING LS7070 FEBRUARY 2015 Q NE COR. SEC. 355.N.F.
-'V- N8933'40'E 5238.95' (N89'33937"E 5238.95')R1,R2
7309.74 M&Rt 2619.47'(2819.489)Rt-
S.N.F. N8932'42'E 5323.05 (N89032950"E 5323.03')R19R2 S.N.F.
S.N.F.
S.N.F. 4 N89'38'12"E 2619.95' (N89'38'05"E 2620.00')R1,R2t
1194.19' (1194.20')R1
(60.039)M&Rl 539.20 S.N.F. 654.99
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1309.98' (1310.00')R1 S.N.F.
55.76' (55.77')R1
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S.N.F. 4 N89'38'12"E 2619.95' (N89'38'05"E 2620.00')R1,R2t
1194.19' (1194.20')R1
(60.039)M&Rl 539.20 S.N.F. 654.99
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1309.98' (1310.00')R1 S.N.F.
55.76' (55.77')R1
� I I I . EXISTING EDGE OF PAVEMENT
LINE
I60.00'
CONVEYED TO COUNTY
L1
329.86'
W'LY LINE
L2
OF RIVERSIDE BY DEED NO.
2157 BOOK 1116 PG 207
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SECTION 35
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SEC 35 514
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STREET `°
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1" ROD DOWN 1.0' PER RS 128/46 AND RS 108/97. ACCEPTED
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AS THE EAST 1/4 CORNER SECTION 35.
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FOUND 3/4" I.P. WITH TAG FLUSH PER RS 12.$/46. TAG ILLEGIBLE.
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655.05'
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41.46'
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DOC 1982-47033 0
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REC. 03/19/1982
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560.74'
60.04
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L5 DOC 2011-0082612 "00
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REC. 02/23/2011 M
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27.17'
W1/460.02'
SEC. 35
567.92'
X X X- 655.11 ' -X X X
� I I I . EXISTING EDGE OF PAVEMENT
SW COR. SEC. 35
N89'40'28"E 1310.10'
52.0'+ 655.05'
x APPROXIMATE LOCATION
OF EXISTING BARB WIRE
FENCE.
x
x
x
,�- 55.6'±
x
APPROXIMATE LOCATION
x OF EXISTING BARB WIRE
FENCE.
x
S.N.F.
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671.44'
1309.98' (1310.00')R1
LINE TABLE
LINE
LENGTH
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329.86'
N 0'06'00"E
L2
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330.00'
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L6
330.07'
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SEC 35 514
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1" ROD DOWN 1.0' PER RS 128/46 AND RS 108/97. ACCEPTED
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AS THE EAST 1/4 CORNER SECTION 35.
FOUND 3/4" I.P. WITH TAG FLUSH PER RS 12.$/46. TAG ILLEGIBLE.
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ACCEPTED AS THE SOUTHWEST CORNER SECTION 35.
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SW COR. SEC. 35
N89'40'28"E 1310.10'
52.0'+ 655.05'
x APPROXIMATE LOCATION
OF EXISTING BARB WIRE
FENCE.
x
x
x
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x
APPROXIMATE LOCATION
x OF EXISTING BARB WIRE
FENCE.
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671.44'
1309.98' (1310.00')R1
LINE TABLE
LINE
LENGTH
BEARING
L1
329.86'
N 0'06'00"E
L2
330.00'
N1'20'28"E
L3
330.02'
N1'20'28"E
L4
329.86'
N 0'06'00"E
L5
330.00'
N1'20928"E
L6
330.07'
N1'20'28"E
SURVEYOR'S NOTES
638.53' (638.66')R2
S.N.F.
• INDICATES FOUND MONUMENT AS NOTED.
p INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED.
SET 1" I.D. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH.
S.N.F. INDICATES SEARCHED NOTHING FOUND NOTHING SET.
( )R1 INDICATES RECORD DATA PER RS 128/46.
)R2 INDICATES RECORD DATA PER RS 108/97.
D NE COR. SEC. 35
RE-ESTABLISHED BY DISTANCE -DISTANCE
INTERSECTION FROM NW COR. SEC. 35 AND
THEE 1/4 SEC. 35 PER R1. POINT FITS
EAST WEST DISTANCE FROM THE SE COR.
SEC. 26 PER R1.
N89'42'44"E 2620.44' (N89"42'33"E 2620.52')R2
NORTH
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0 200' 400' 600' 800'
SCALE 1 "= 200'
1310.22'
COUNTY SURVEYOR'S NOTE:
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CENTER SEC. 35
N89'38'09"E
2620.94'
(N89'38' 10"E
2620.89')R2
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE 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 MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE
GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED
AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
,LA ND
...... 2i
DAVID L MCMILLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 12/31/2020 DAVID L MCMILLAN
No. 8488
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EET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS DAY OF 20_�Q,
AT�'�M. IN BOOK RECORD OF SURVEY, AT
PAGE AT THE REQUEST OF THE COUNTY SURVEYOR.
25.95'(25.90')R 1 /�
-(197.84')M&R1 NO.��'�V���
3 SE COR. FEE *00
SEC. 26 PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER
BY: (4.JA..lDEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYOR'S ACT, AT THE REQUEST OF EMANUEL
GALVAN IN FEB R l ARY OF 2018. PHILLIP K. FOMOTOR
LS NO. 7070 PHILLIP K. FOMOTOR
No. 7070
(P,, �s
of cA�-�a�
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROF SStONAL LAN SURVEYORS' ACT THIS lam __ DAY
OF _ �20-U--
DAVID L MCMILLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 12/31/2020
DAVID L MCMILLAN
No. 8488
s4�x Ilk
�g-
OF ��
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE
OF SECTION 35, BEING N00'06100"E PER RS 128/46.
PURPOSE OF SURVEY
SURVEY THE BOUNDARY LINES AS DEFINED BY DOCUMENTS
2011-0082612, RECORDED 02/23/2011 AND 1982-47033,
RECORDED 03/19/1982, OF OFFICIAL RECORDS OF RIVERSIDE
COUNTY.
NOTE
FIELD WORK COMPLETED ON 02/22/2018.
RIVCO 19-117
�1\9
MONUMENT NOTES
DFOUND
1 " ROD DOWN 2.0' PER RS 128/46 AND RS 108/97. ACCEPTED
AS THE NORTHWEST CORNER SECTION 35 SET TAG LS7070 .
FOUND NAIL AND TAG "RIV CO TRANS" PER RS 128/46. DOWN 0.3'
ACCEPTED AS THE INTERSECTION OF 60TH AND FILLMORE. REPLACED WITH
1" I.P. PLUG LS7070 FLUSH.
aFOUND
NAIL AND TAG "RIV CO SURV" DOWN 0.1' PER RS 128/46 AND RS
108/97. ACCEPTED AS THE SOUTHEAST CORNER SECTION 26.
FOUND 3/4" I.P. PLUG LS4075 PER RS 128/46. ACCEPTED AS THE
INTERSECTION OF THE S'LY LINE OF THE N1/2, N1/2, SEC. 35 AND THE
EASTERLY RIGHT OF WAY OF FILLMORE STREET.
SEC 35 514
1" I.P. PER RS 128/46 AND RS 108/97. DOWN 1.5' TAG
ILLEGIBLE. ACCEPTED AS THE INTERSECTION OF E'LY R/W OF C.V.W.D. WASH
ILLEGIBLE.
AND THE S'LY LINE OF THE N1/2, N1/2, SEC. 35.
FOUND 1 1/4" I.P. PER RS 128/46 AND RS 108/97. DOWN 0.4' TAG
ILLEGIBLE. ACCEPTED AS THE CENTER SECTION 35.
aFOUND
1" ROD DOWN 1.0' PER RS 128/46 AND RS 108/97. ACCEPTED
AS THE EAST 1/4 CORNER SECTION 35.
FOUND 3/4" I.P. WITH TAG FLUSH PER RS 12.$/46. TAG ILLEGIBLE.
ACCEPTED AS THE SOUTHWEST CORNER SECTION 35.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE
OF SECTION 35, BEING N00'06100"E PER RS 128/46.
PURPOSE OF SURVEY
SURVEY THE BOUNDARY LINES AS DEFINED BY DOCUMENTS
2011-0082612, RECORDED 02/23/2011 AND 1982-47033,
RECORDED 03/19/1982, OF OFFICIAL RECORDS OF RIVERSIDE
COUNTY.
NOTE
FIELD WORK COMPLETED ON 02/22/2018.
RIVCO 19-117
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