rs151_086IN THE CITY OF RIVERSIDE,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
0
0
U VEY
OF S R
RECORD
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BEING A SURVEY OF A PORTION OF SOUTHERLY 30 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST N
QUARTER OF SECTION 21, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING
TO THE OFFICIAL PLAT THEREOF.
LAWRENCE L TRUMAN, PLS 5346
FD. 3/4" I.P. W/ PLASTIC PLUG
"CITY ENG", FLUSH PER R1
(91.29'R1
N L4 --
LINDEN STREET
i
PARCEL MAP 21260 -1 o
DATE OF SURVEY. MARCH 2017
pi"I "I" poll It"!
P.M.B. 135 68-69
�
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1 1
m , 11
INTERNATIONAL I PT.a
BASIS OF BEARINGS FD. 3/4" I . P . , NO TAG ,FLUSH ACCEPTED AS
1 Al+A TTALI Af- f`rT Z �A n T D W iTLI W%
--
SURVEYOR'S STATEMENT THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE LOCATION OF SET 3/4 I.P. WITH W/»CITY ENG"
PER R1. ALSO
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY COORDINATE SYSTEM, CCS83, ZONE 6 NORTH AMERICAN DATUM 1983-(NAD83) BASED PLASTIC PLUG ACCEPTED AS A POINT ON THE WEST LINE OF
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "CNPP" AND "MAT2" THE B.N.S.F. R.C.T.C. RAILWAY.
LAND SURVEYORS ACT, AT THE REQUEST OF THE RIVERSIDE COUNTY AS SHOWN HEREON.
TRANSPORTATION COMMISSION IN MARCH 2017. NL DATUM STATEMENT
' S E C , G�
�'
�, � COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 61 2010.00 EPOCH AS ESTABLISHED BY THE
ALL DISTANCES ARE GROUND DISTANCES UNLESS
� o CALIFORNIA SPATIAL REFERENCE CENTER (CSRC).L,
LhRENCE L. TRUMANDATt No. 5346 OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY A COMBINATION
L.S. 5346 FACTOR OF 1.00001673 DERIVED LOCALLY AT PT. 1
11011Q PURPOSE OF THE SURVEY
t F 0 F A` \�p�
THIS PURPOSE OF THIS SURVEY IS TO MONUMENT A PORTION OF THE WESTERLY BOUNDARY OF THE
CALIFORNIA SOUTHERN RAILROAD COMPANY AS SHOWN BY DEED RECORDED MAY 25, 1882 IN BOOK 29, PAGE
261 OF DEEDS AND AS DESCRIBED BY GRANT DEED RECORDED OCTOBER 5, 2018 AS DOCUMENT NO.
2018-0397690 OF OFFICIAL RECORDS AND AS SHOWN BY GRANT DEED AND GRANT OF EASEMENT RECORDED
COUNTY SURVEYORS STATEMENT MARCH 30, 1993 AS INSTRUMENT N0. 116807 OF OFFICIAL RECORDS.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LEGEND FD. 3/4" I.P. W/ PLASTIC PLUG
PROFESS 6AL LAND SURVEYORS ACT, THIS DAY OF • INDICATES FOUND MONUMENT AS NOTED AND REFERENCED HEREON. "CITY ENG" FLUSH PER R1
2019. '
A INDICATES REFERENCE STATION AS NOTED
��pt �Al Vp
S� 0 INDICATES LOCATION OF SET 1" I.P. AND TAG STAMPED "LS 5346", FLUSH
DAVID L. McMILLAN, COUNTY SURVEYOR
�O ��
L.S. 8488 o P.M.B. PARCEL MAP BOOK
a" No. 8488 z M MEASURED
* Exp. 12-31-20 SFN SEARCHED, FOUND NOTHING
RAD RADIAL BEARING
-9 �� CFR CALCULATED FROM RECORD
F
CALF INDICATES RECORD DATA
R1 INDICATES RECORD DATA PER PARCEL MAP 21260, P.M.B. 135/68-69
R2 INDICATES RECORD DATA PER CITY OF RIVERSIDE TIE PLAT 10258 ON FILE IN THE OFFICE
OF THE CITY ENGINEER OF THE CITY OF RIVERSIDE
R3 INDICATES RECORD DATA PER TRACT NO. 2079, M.B. 40/70-71
CONVERGENCE ANGLE R4 INDICATES RECORD DATA PER DEED RECORDED MAY 25 1882 IN BOOK 29 PAGE 261 OF DEEDS.
AT CNPP=-0°44'48.31" '
C/L BIG SPRINGS ROAD
= N89°29'27"W 339.96' PT. 2
LAT: N33°58'32.4403"
0
z / T. 1 ° LONG: W117°18'45.1843"
V � p1 LAT: N33 58'32. 4353"
2,300,294.81
o LONG: W 117 ° 18'49. 2208 , �� NORTHING- .
w '�d EASTING: 6,239,516.79
0 o O NORTHING: 2 , 300 , 297.77 �o, •, ��
C) •.I `.� / O -1 SCALE FACTOR. 1.00001673
w ��� EASTING: 6,239,176.85
O° Q5 �a CONVERGENCE ANGLE: -0° 35' 02.01 "
`� �' �°' / SCALE FACTOR: 1.00001673 `ti �4
-blb / CONVERGENCE ANGLE: -0 35 04.22
._--- __--- MLFP (PID: AJ 1887 )
CNPP(PID: DH7053 �RIpLAT: N33°55'06.2408"
) » � � 38.23 C
LAT: N33°51'27.4640 '24 g14 GS LONG: W117°19'04.6018"
6 36 NRI4 �
e � » _ J_ N� OF �� .
LONG. W 117 3fi 32.0625 (13NSIS EPOCH. 2010.00
EPOCH: 2010.00 NORTHING: 2,279,468.20
NORTHING: 2,258,382.00 EASTING: 6,237,668.05
EASTING: 6,149,110.96 NAVD88 ELEV.: 1661.89
NAVD88 ELEV.: 1098.48 SCALE FACTOR: 1.00000605
SCALE FACTOR: 0.99999581 CONVERGENCE ANGLE: -0035'12.7"
CONVERGENCE ANGLE: -0°44'48.3"
PT. 1
FD. LEAD AND TAG "LS 5022, FLUSH,
ACCEPTED AS LOCATION OF SET 1" IRON PIPE
AND TAG "LS 5022" PER P.M.B. 238/1-2
339.96'(340.00'R3)
o J
W =
� U
QZ PARCEL MAP 35132
P.M.B. 238/1-2 Ig
PT. 6
PT. 2 SEARCHED, NOTHING FOUND, ESTABLISHED BY -�
�-FD. 1" IRON PIPE AND TAG "LS 5022", RECORD DISTANCE PER M.B. 40/70-71 AND BY
FLUSH, PER P.I.B. 238/1-2 CITY OF RIVERSIDE TIE 681 AND 10258
N89'29'27"W 1396.86'
- 409.91'(410.00' PER TB 19-109)(410.00'R3) 568.27'(568.14')R3 (D
BIG SPRINGS ROAD 978'19 �CD
PT. 3
� SEARCHED, NOTHING FOUND, NOTHING SET, SEARCHED, NOTHING FOUND, ESTABLISHED BY TIE PER �
= ESTABLISHED BY TIE PER CSTB 19-109 CITY OF RIVERSIDE TIE 6819 10373 AND R2 /
a TRACT MAP 2079
M.B. 40/70-71
PT. 5
FD. 3/4" I.P. W/ PLASTIC PLUG
"CITY ENG", FLUSH PER R1
► N60° 39' 15"E(RAD)
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<C J <C
N89°30'26"W
172.74'
(172.72'R1)
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172.74'
(172.72'R1)
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RECORDER'S STATEMENT
FILED THIS c2 84'0 DAY OF FLbl�)JQV -2019
AT_]:_3 4 P.M., IN BOOK 1-51 OF RECORD OF SURVEYS AT
PAGE_, AT THE REQUEST OF THE COUNTY SURVEYOR.
No.: X014 - 00l0S W
FEE: $ -ems
PETER ALDANA
ASSESSOR - COUNTY CLERK - RECORDER
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0 51 1� E 'N
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GRANT DEED AND GRANT OF
EASEMENT REC. 03/30/1993
INST. NO. 1168079 O.R.
ESTABLISHMENT NOTE
FOR THE WEST R/W OF B.N.S.F. / R.C.T.C. RAILWAY.
USING RECORD SPIRAL CURVES, CIRCULAR CURVE AND TANGENT INFORMATION PER
DEED RECORDED MAY 25, 1882 IN BOOK 29, PAGE 261 OF DEEDS, THE
CENTERLINE OF THE B.N.S.F. / R.C.T.C. RAILWAY WAS ESTABLISHED BY
FITTING REGULAR CIRCULAR CURVES ONTO THE TANGENTS OF THE SPIRALS CURVES
USING RADIUS' FROM CIRCULAR COMPONENTS OF SPIRALS. THE CENTERLINE WAS
THEN OFFSET 50' WESTERLY PER SAID DEED TO ESTABLISH THE WESTERLY R/W OF
THE B.N.S.F./R.C.T.C. RAILWAY. A BEST FIT SOLUTION WAS USED BY HOLDING
THE WESTERLY 50 FOOT RIGHT OF WAY OF B.N.S.F./R.C.T.C. RAILWAY AT A
CALCULATED FROM RECORD DISTANCE OF 110.37 FEET PER R3 AT PT. 6
ESTABLISHING STATION 6316+36. THIS BEST FIT WESTERLY RIGHT OF WAY WAY
WAS THEN ROTATED THROUGH PT. 4 AND PT. 5. WITH THIS SOLUTION PT. 5 FITS
PER THE CURVE WITH A RADIUS OF 522.96 PER R1.
SFN V' SFN
C:) -
CN w V `f•
BEARING
N
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N
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M w w
NO o w
w w
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RECORDER'S STATEMENT
FILED THIS c2 84'0 DAY OF FLbl�)JQV -2019
AT_]:_3 4 P.M., IN BOOK 1-51 OF RECORD OF SURVEYS AT
PAGE_, AT THE REQUEST OF THE COUNTY SURVEYOR.
No.: X014 - 00l0S W
FEE: $ -ems
PETER ALDANA
ASSESSOR - COUNTY CLERK - RECORDER
esw Rpp}
36 .�.
N84 28--- p RI)
0 51 1� E 'N
�SgS 0
GRANT DEED AND GRANT OF
EASEMENT REC. 03/30/1993
INST. NO. 1168079 O.R.
ESTABLISHMENT NOTE
FOR THE WEST R/W OF B.N.S.F. / R.C.T.C. RAILWAY.
USING RECORD SPIRAL CURVES, CIRCULAR CURVE AND TANGENT INFORMATION PER
DEED RECORDED MAY 25, 1882 IN BOOK 29, PAGE 261 OF DEEDS, THE
CENTERLINE OF THE B.N.S.F. / R.C.T.C. RAILWAY WAS ESTABLISHED BY
FITTING REGULAR CIRCULAR CURVES ONTO THE TANGENTS OF THE SPIRALS CURVES
USING RADIUS' FROM CIRCULAR COMPONENTS OF SPIRALS. THE CENTERLINE WAS
THEN OFFSET 50' WESTERLY PER SAID DEED TO ESTABLISH THE WESTERLY R/W OF
THE B.N.S.F./R.C.T.C. RAILWAY. A BEST FIT SOLUTION WAS USED BY HOLDING
THE WESTERLY 50 FOOT RIGHT OF WAY OF B.N.S.F./R.C.T.C. RAILWAY AT A
CALCULATED FROM RECORD DISTANCE OF 110.37 FEET PER R3 AT PT. 6
ESTABLISHING STATION 6316+36. THIS BEST FIT WESTERLY RIGHT OF WAY WAY
WAS THEN ROTATED THROUGH PT. 4 AND PT. 5. WITH THIS SOLUTION PT. 5 FITS
PER THE CURVE WITH A RADIUS OF 522.96 PER R1.
SFN V' SFN
LINE
BEARING
DISTANCE
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23.68'
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L4
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0
91.25'
V W 0�0
SFN
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SFN
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RECORDER'S STATEMENT
FILED THIS c2 84'0 DAY OF FLbl�)JQV -2019
AT_]:_3 4 P.M., IN BOOK 1-51 OF RECORD OF SURVEYS AT
PAGE_, AT THE REQUEST OF THE COUNTY SURVEYOR.
No.: X014 - 00l0S W
FEE: $ -ems
PETER ALDANA
ASSESSOR - COUNTY CLERK - RECORDER
esw Rpp}
36 .�.
N84 28--- p RI)
0 51 1� E 'N
�SgS 0
GRANT DEED AND GRANT OF
EASEMENT REC. 03/30/1993
INST. NO. 1168079 O.R.
ESTABLISHMENT NOTE
FOR THE WEST R/W OF B.N.S.F. / R.C.T.C. RAILWAY.
USING RECORD SPIRAL CURVES, CIRCULAR CURVE AND TANGENT INFORMATION PER
DEED RECORDED MAY 25, 1882 IN BOOK 29, PAGE 261 OF DEEDS, THE
CENTERLINE OF THE B.N.S.F. / R.C.T.C. RAILWAY WAS ESTABLISHED BY
FITTING REGULAR CIRCULAR CURVES ONTO THE TANGENTS OF THE SPIRALS CURVES
USING RADIUS' FROM CIRCULAR COMPONENTS OF SPIRALS. THE CENTERLINE WAS
THEN OFFSET 50' WESTERLY PER SAID DEED TO ESTABLISH THE WESTERLY R/W OF
THE B.N.S.F./R.C.T.C. RAILWAY. A BEST FIT SOLUTION WAS USED BY HOLDING
THE WESTERLY 50 FOOT RIGHT OF WAY OF B.N.S.F./R.C.T.C. RAILWAY AT A
CALCULATED FROM RECORD DISTANCE OF 110.37 FEET PER R3 AT PT. 6
ESTABLISHING STATION 6316+36. THIS BEST FIT WESTERLY RIGHT OF WAY WAY
WAS THEN ROTATED THROUGH PT. 4 AND PT. 5. WITH THIS SOLUTION PT. 5 FITS
PER THE CURVE WITH A RADIUS OF 522.96 PER R1.
OJK TABLE
CURVE DELTA RADIUS ARC LENGTH
C1 1°41'06" 522.96' 15.38'
SFN
SFN
SFN STATION 6316+36 PER R4
I,
L7
7-
110.37'SFN I
100
100
SEE DETAIL "A"
I STATION 6316+36 ER R4 I
I , »I
N89o 29 27 W (N89*54'00"E i
--- 110.37'CFR3
568.27 ) ---��/
L 1L2 L7
6S 0 �
PT. 6 1 DDry °4?%
OD o
i oo (Rq o�
I / I
I = I
DETAIL "Am I
I o
z NOSCALE
L,------------------ --J
R I V CO 17-061
LINE TABLE
LINE
BEARING
DISTANCE
L1
N89°29'27"W
23.68'
(23.68'R2)
(23.68'R3)
L2
N89'29'27"W
55.33'
L3
N25°12'30"E
107.05'
L4
N89°32'00"W
91.25'
L5
N25°12'30"E
84.05'
L6
N89°32'00"W
58.56'
L7
N89°29'27"W
55.04'
OJK TABLE
CURVE DELTA RADIUS ARC LENGTH
C1 1°41'06" 522.96' 15.38'
SFN
SFN
SFN STATION 6316+36 PER R4
I,
L7
7-
110.37'SFN I
100
100
SEE DETAIL "A"
I STATION 6316+36 ER R4 I
I , »I
N89o 29 27 W (N89*54'00"E i
--- 110.37'CFR3
568.27 ) ---��/
L 1L2 L7
6S 0 �
PT. 6 1 DDry °4?%
OD o
i oo (Rq o�
I / I
I = I
DETAIL "Am I
I o
z NOSCALE
L,------------------ --J
R I V CO 17-061