rs161_062-065PURPOSE STATEMENT
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE LAND
DESCRIBED IN THE GRANT DEED RECORDED SEPTEMBER 15, 2020 AS INSTRUMENT
NO. 2020-0433445 AND CORRECTIVE GRANT DEED RECORDED DECEMBER 31,
2020 AS INSTRUMENT NO. 2020-0669208 AND GRANT DEED RECORDED
DECEMBER 31, 2020 AS INSTRUMENT NO. 2020-0669213, ALL OF OFFICIAL
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
DURING THE COURSE OF THE BOUNDARY SURVEY INVESTIGATION, NUMEROUS ISSUES
WERE ENCOUNTERED INCLUDING EACH OF THOSE ENUMERATED IN BUSINESS AND
PROFESSIONS CODE SECTION 8762(b), SUBSECTIONS (1) THROUGH (5).
ACCURACY
HORIZONTAL COORDINATES SHOWN HEREON MEET THE REQUIREMENTS OF THE
CALIFORNIA COORDINATE SYSTEM, PUBLIC RESOURCES CODE 8801-8819,
INCLUDING A LOCAL ACCURACY LEVEL THAT MEETS OR EXCEEDS 1 CENTIMETERS
(0.03 FEET) CIRCULAR ERROR PROBABLE AT THE 95% CONFIDENCE LEVEL IN
ACCORDANCE WITH THE FEDERAL GEOGRAPHIC DATA COMMITTEE "GEOSPATIAL
POSITIONING ACCURACY STANDARD, PER 2, GEODETIC CONTROL NETWORKS,"
FGDC-STD-00.2-1998
THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE
SYSTEM (CCS83), ZONE VI,-1983NAD (2010.00 EPOCH ADJUSTMENT)
DEFINED LOCALLY BY THE GRID BEARING "N19'09'18.16"E" BETWEEN NGS
HORIZONTAL CONTROL STATIONS "PPBF" AND "CRFP" AS PER RECORDS ON FILE IN
THE OFFICE OF THE NATIONAL GEODETIC SURVEY (NGS). SEE EXHIBIT HEREON.
STATION
NORTHING (Y)
EASTING X
CRFP
2322764.47
6304245.77
PPBF
2248987.06
6278618.65
GISA
2334086.21
6268420.33
DATUM STATEMENT
COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM
(CCS83), ZONE VI, 1983NAD (2010.00 EPOCH ADJUSTMENT)
ALL POSITIONS AND DISTANCES SHOWN HEREON ARE ON GROUND, UNLESS OTHERWISE
NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY 0.99993763
MAPPING ANGLE AND GRID FACTOR:
MAPPING
COMBINATION
STATION
NORTHING (Y)
EASTING iX)
ELEV Z
ANGLE
FACTOR
806
2302327.46
6294951.41
1,788.68
-00'29'00.43"
0.99993763
801
2304932.30
6292343.59
STATION
806: FOUND 1"
IRON PIPE &
PLASTIC PLUG
STAMPED "RCE
862" PER R1
ACCEPTED
AS CENTER SEC 19
STATION 801: FOUND 1" IRON PIPE & TAG IS 3442", DN 0.2', PER R6, R1, R4, R8
ACCEPTED AS NORTH 1/4 CORNER SEC 19
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PORTIONS OF THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 2 WEST, S.B.M.
ISA"
\ STANTEC CONSULTING SERVICES INC. DUNE 2022
I \ \
110.
\
I \ \
I \ \
I"CRFP"
INTERSTATE 10
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s N Y COR
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(#801)
FF
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SEC 19
(#806)
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to
N
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0
/
0
I
r,
/ N00007'13"W
2,580.56'
(GRID)
SEC 19 /
STATE ROUTE 60
NOT TO SCALE
CONVERGENCE ANGLE =-00'29'00.43"
AVE
INTERSTATE 10
CHERRY VALLEY BLVD
BROOKSIDE AVE
�r�9incJ
SHEET 1 OF 4 SHEETS
RECORDER'S STATEMENT
FILED THIS 2'1th DAY OF Sl�rnbCf 2023, AT 10 -4 � .
IN BOOK 1101 OF RECORDS OF SURVEY, AT PAGE (02 - (
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. ;--o a 3 Li
FEE _ $0-00
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
EXEMPT RECORDING REQUESTED
PER GOVERNMENT CODE 27383
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 SURVEYORS' ACT, AT
THE REQUEST OF RIVERSIDE COUNTY TRANSPORTATION COMMISSION IN SEPTEMBER, 2021.
DATED:
G R E RY . OURN, P.L.S. 839_,�
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT THIS _ DAY OF _�, 2023.
DAVID L. MCMILLAN, COUNTY SURVEYOR, L.S. 8488
COUNTY OF RIVERSIDE
VALLEY PKWY COUNTY SURVEYOR'S NOTE
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 AND
RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT
HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
DAVID L. McMILLAN, COUNTY SURVEYOR, L.S. 8488
COUNTY OF RIVERSIDE
RIV. CO. ROS 22143
vi
250 125 0 250
SP
SCALE: 1 "=250'
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N'LY TRACKS
FD RR SPIKE NO PUNCH
NO RECORD, DN 0.1'.
S17'53'28"W 0.23' FTC —
I
FD 1" I.P. & TAG "RCE 15958"
PER R2, R5, DN 1.4',
DISTURBED, LEANING WILY,
NOT ACCEPTED
3 I 4
P.M. 181 / 15-16
N
Iq
co
0
4
h
N
IR
00
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0
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RE('00;""ORD OF SUrKmNVEY
PORTIONS OF THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 2 WEST, S.B.M.
STANTEC CONSULTING SERVICES INC. JUNE 2022
(N89'48'22"W 2,602.26' R6,R8)
N89'28'06"W 2,602.52' (N89'28'05"W 2,602.57' R1)
1,295.05 (1,294.92'
R6,R8)
FD 1" I.P. & TAG IS 3442"
SNF PER R6
SP PER R6 -_
PER R6, R7, R8, R1 & R2
q
DN 1.8'. ACCEPTED AS
NW COR. SEC 19
04
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SP
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QP0-6,a°9�pF-ADD
SNF, SP
1,300.86' (1,300.80' R6)
L I N89'11'20"W 12,607.93'
0433445 0•R
202 GRANT DEED
Og�15/2020 PARCEL 1, D1
SEE DETAIL "A" SHEET 4
I I
I RW
I P Pp\F\�
ORNER R�
SEC 19000
10
00
r
M O
I6
co
N
p�9
1,307.47'(1,307.34' R6,R8)
FD 1 " I . P. & TAG
IS 3442", DN 0.2'
PER R6, R1, R4, R8
ACCEPTED AS N1/4 CORNER
SEC 19
p3 cE,- �_52
P.M.
1 p567454 O.R
202 �RWl DEE o
09/23/202
FD 1 " I.P. & TAG
IS 3442 , DN 0.2
PER R6
�- 1,307.07' (1,307.01' R6)
INT (N89'32'13"W 2,607.81' R6)
225.53' rv- 6
-- -I-- —
04
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69 70
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N O$/p1 /2p12
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SEE SHEET 3 SP �" C
r� O
2,610.67' �\ FD 1" I.P. &TAG
2020-0669213 O.R. �^ w 00 I PARCEL 2, D1 APPROX LOC \ IS 3777", DN 0.1'
PARCEL 1 GRANT DEED N N SEE SHEEP 3 & SLY TRACKS \ \ \ PER R1 (ON CENTER SECTION LINE)
12/31/2020 DETAIL "A" SHEET 4 \ \ \ NOO'07'13"W 10.88 FTC 733 0.?,�\ PARCEL 3 PARCEL 2 O \ \ \ 201 Z-p36310-0
11111 SEEA CL OF ESTABLISHED \ \ GRAN1 2p12
DETAIL B \�SqN RMO RAILROAD R/W \ O 0$/0 /
SHEET 4 2011-03 TFO CgNYON o o N52' 50' 06"W O \ \ FIELD LOCATED
4045 O.R• UST �g63/30 O ROq®� 327g4 O.R• FD 1" I.P. &TAG � N LY TRACKS
202GRANT pEED I 08118 SFER 0 D �\\ 202�? pEED IS 3777", DN 1.0'
p6/16/2022 I /2p'' Y16 CORNER �` 01/19/2021 PER Rl
N07'15'28"E 8.62' FTC
I I SEC 19
1,306.71' SNF, SP 1,306.71'- _
N88'54'44"W 2,613.41' (N88'55'13"W 2,613.53' R1) —�
FD 2" I.P. &WOOD PLUG, PER R1, NO TAG, s16'09;'W 2,613.42' R6) \
�UP 0.25'. ACCEPTED AS 2" I.P. W/WOOD (N89(N89 21 24 W 2,613.21' R7)
PLUG & TAG "L.S. 3572" MARKING W1 /4
COR. SEC 19, PER R1, R2. (#806)
SET TAG "PLS8395". I FD 1" I.P. & PLASTIC PLUG
1 STAMPED "RCE 862" PER R1 M
G0\J'T LO DOWN 1.3% ACCEPTED AS
O.R
pARCa3gg 0 R R S 5 / 71 pA619413 p.R• 2p17-041 �MOpEEp CENTER SEC 19
2022-p1 DEEP 2p08-OMAI pEED QUITCE 4 2p17 W
RJ�14/202� GR/21/2p011 10/0 / wAl
0•R• p 0 � pEED
202 BRA
A2/31/2020
FIELD LOCATED
N'LY TRACKS
N52' 50' 06"WLa
CO
cv FD 1" I.P. & TAG
y cIS 3777",
\ PER Rl, N2.9',
SEE SHEET
N89'02'18"W 586.3�4
(TIE TO FOUND MON)
SNF 2021,003
\ o j9roEeo0021
(#807)
FD 1" I.P. & TAG "LS 3,
UP 0.1 % ACCEPTED AS S'LY R/W
SAN TIMOTEO CANYON P ADD P.O. 2$ 51)
orio�i��
�oa3 - 02�53�1N
LEGEND
® INDICATES FOUND MONUMENT AS NOTED
SNF INDICATES SEARCHED NOTHING FOUND, NOTHING SET
CF CALCULATED FROM
FTC FROM TRUE CORNER
GOV'T GOVERNMENT
INT ESTABLISHED BY INTERSECTION
NTS NOT TO SCALE
O.R. OFFICIAL RECORDS
P.M. PARCEL MAPS
P.O.B. POINT OF BEGINNING
R.R. RAILROAD
R.S. RECORD OF SURVEY
R/W RIGHT-OF-WAY
SP ESTABLISHED BY SINGLE PROPORTION PER THE "MANUAL
OF SURVEYING INSTRUCTIONS - FOR THE SURVEY OF THE
PUBLIC LANDS OF THE UNITED STATES" DATED 2009
UNLESS NOTED OTHERWISE
ESTABLISHMENT NOTES
\� SHEET 2 OF 4 SHEETS ��
O THE SOUTHERLY RIGHT-OF-WAY OF D1 WAS ESTABLISHED ALONG THE SECTION LINE
522.00 FEET NORTHERLY FROM THE WEST QUARTER CORNER. SAID D1 AND R3 APPEAR
TO CONTAIN A BLUNDER WHICH EITHER D1 OR R3 PERPETUATED FROM THE OTHER. IN
STUDYING THE ADJACENT SURVEYS, HISTORIC RECORDS INCLUDING R2, AND THE PHYSICAL
LOCATION OF THE RAILROAD TRACKS, THE DISTANCE USED FROM THE WEST QUARTER
CORNER TO SAID SOUTHERLY RIGHT-OF-WAY IS 522.00 FEET, HOWEVER D1 AND R3
REPORT THIS DISTANCE TO BE 622.09 FEET. WHEN ACCOUNTING FOR THE CURVATURE OF
THE RAILROAD'S ALIGNMENT AND THE 100-FOOT CONCENTRIC RIGHT-OF-WAY, THE
RIGHT-OF-WAY IS 522.00 FEET FROM SAID QUARTER CORNER WHILE THE RIGHT-OF-WAY
CENTERLINE IS 622.09 FEET FROM SAID QUARTER CORNER. HOLDING 522.00 FEET FROM
SAID QUARTER CORNER CREATES THE LEAST CONFUSION, PRESERVES HARMONY IN THE
CADASTRAL, AND RECOGNIZES THE EXISTING PHYSICAL FEATURES AND PROPERTY RIGHTS
SUCH AS THE TRACKS AND FENCES IN THE VICINITY. HOLDING 622.09 FEET TO THE
SOUTHERLY RIGHT-OF-WAY WOULD CREATE MASSIVE CHANGE IN THE RIGHTS -OF -WAYS BY
PUSHING THE ENTIRE RIGHT-OF-WAY 100 FEET NORTH WHICH WOULD LEAVE PORTIONS OF
THE RAILROAD INFRASTRUCTURE ON LANDS OWNED BY OTHERS, IT WOULD CAUSE A
100-FOOT SHIFT IN THE DEED LINES AND EASEMENTS THEREBY CREATING TREMENDOUS
CHAOS FOR ALL OF THE PROPERTIES ADJACENT TO THE RAILROAD RIGHT-OF-WAY.
OB FIELD SURVEY OF RAILROAD TRACKS ACCEPTED AS BEST AVAILABLE EVIDENCE OF
RIGHT-OF-WAY ALIGNMENT. SOLUTION AGREES WITH EXISTING RR TRACKS AND EXISTING
R/W FENCE.
UMONUMENT PER R1 NOT ACCEPTED. POSITION DOES NOT FIT WITH ESTABLISHED P.O.B. AT 0 OR ESTABLISHED LOCATIONS OF RAILROAD RIGHT-OF-WAY AND SAN TIMOTEO ROAD
PER R5 & R9 WHILE HOLDING THE ESTABLISHED ALIGNMENT OF RR R/W.
O INTERSECTION OF SECTION LINE AND CENTERLINE OF SAN MATEO CANYON ROAD.
FOUND RAILROAD SPIKE, NO PUNCH, NO RECORD ("NOTHING FOUND OR SET" PER
R10), DN 0.1', ESTABLISHED AT RECORD DISTANCE OF 521.85' ALONG SECTION LINE FROM
FOUND W Y4 CORNER PER R10 (COMBINED SCALE FACTOR PER R10 = 1.000068529, PER
SHEET 10 OF 17. THE INVERSE SCALE FACTOR OF 0.999931476 WAS USED TO SCALE TO
GROUND DIMENSION. DISTANCE = 521.81') (SEE SHEETS 3 & 4 FOR DETAIL)
O RAILROAD RIGHT-OF-WAY WAS GRANTED BY U.S. GOVERNMENT BY ACT OF CONGRESS ON
MARCH 3, 1871. SAID DOCUMENT WAS NOT OBTAINED AND RIGHT-OF-WAY WAS
CONSTRUCTED PER D1 AND R3. THE CENTERLINE AND NORTHERLY RIGHT-OF-WAY ARE
RECORD OFFSETS PER R3 OF THE ESTABLISHED NORTHERLY LINE OF PARCEL 1 PER D1.
SEE SHEET 3 AND DETAIL "A" ON SHEET 4.
REFERENCES
NOTE: OFFICIAL RECORDS FILED AT RIVERSIDE COUNTY RECORDER'S OFFICE
(R1)
INDICATES
RECORD DATA
PER R.S. 97 / 69-70
(R2)
INDICATES
RECORD DATA
PER R.S. 121 / 78-82
(R3)
INDICATES
DATA PER SOUTHERN PACIFIC TRANSPORTATION COMPANY R/W MAP V-33/17
(R3*)
INDICATES
THAT PORTION
OF SOUTHERN PACIFIC TRANSPORTATION COMPANY R/W AS
ACQUIRED
BY THE U.S.
GOVERNMENT BY ACT OF CONGRESS ON MARCH 3, 1871 AS PER
ACQUISITION NO. 6 PER
R3
(R4)
INDICATES
RECORD DATA
PER R.S. 106 / 79
(R5)
INDICATES
RECORD DATA
PER P.M. 103 / 90-91
(R6)
INDICATES
RECORD DATA
PER P.M. 34 / 51-52
(R7)
INDICATES
RECORD DATA
PER P.M. 28 / 50
(R8)
INDICATES
RECORD DATA
PER P.M. 53 / 49
(R9)
INDICATES
RECORD DATA
PER P.M. 181 / 15-16
(R10)
INDICATES
RECORD DATA
PER RIVERSIDE COUNTY R/W MAP, SAN TIMOTEO CANYON ROAD,
874-YY
(R11)
INDICATES
RECORD DATA
PER R.S. 5 / 71
(D1)
DOCUMENT
RECORDED FEBRUARY 13, 1928 IN BOOK 745, PAGE 335-339 OF OFFICIAL
RECORDS ACQUISITION NO.
12 PER R3, RECORDED FEBRUARY 15, 1928
(D2)
DOCUMENT
RECORDED JUNE 14, 1966 AS CORPORATION GRANT DEED INSTRUMENT
NO. 61461
OF OFFICIAL
RECORDS
(D3)
GRANT DEED RECORDED
JUNE 16, 2022 AS DOCUMENT 2022-0274045 OF OFFICIAL
RECORDS
RIV. CO. ROS 22143
ao23 - 0rA653O
FD 1" I.P. & TAG "LS 3442"
PER R6, R7, R8, R1 & R2 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
DOWN 1.8'. ACCEPTED AS
13 18 NW COR. SEC 19
24 19 RECORD OF SUwmml`kV�EY
P OR PORTIONS OF THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 2 WEST, S.B.M. 0�
tC-'4 P 066 2;Z ) STANTEC CONSULTING SERVICES INC. JUNE 2022 56l oE�° FD 1" I.P. &TAG
SNF, SP T020G_wa�1I10T0 101\1 0-' -5 0`�1 "LS 3442", DN 0.2'
SHEET 3 OF 4 SHEETS
g lL PER R6
Ln �
��� N89'11'20"W 0
2607.93' I
�_ (o ® 650.42 SP 325.22 I SP 325.22
N89'11'20"W 1,300.86' N89'11'20"W 1,307.07'
�cqcq I I
w w � I 0 R• I o 0 0� R3� 150 75 0 150
^- I
ao i� d N r 2020_0433pEE0 I N 125$ c" E 233'57'44„
mot- o �n � GRANS 2020 I CN N 13 M, D1, R3
0 0 `) 0 09/15/ I p-7'33'3s" \ �� PARCEi- BSCALE: 1=150'
L-138.18' , A=37'03'45" S , OS co' -
CD
z z z N w R=1,047.15 L=6$Q 41,`30%, 202,0-06j DEED
w I I 15 C13 C12 t9' S2, OS., G9 1 2p2p
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z v I NE N P p,C F� �-- _ rn
N-` p$
R _ _
0
L5 S� R�`ROp,D 97 / 69'7
o� 9 [C�'jl
SO'08'31"E 64.39'C22 C2pC19 ' TIE TO N'LY RAIL N\�F�PARCEL 1, D1 C24 PARCEL 2, D1 \ A 9)WYsa CORNER - -R=1,802.91' o A=19°02'58" `9�3SEC 19 - - " C4L=280.81'" M L=599,42'
S 89'03 01 E 1,303.78 A=8'55'27 4 PARCEL 4 GRANT DEED R_�6O29t' � \ \ 0 R
--- - - -- ----0- --------____ 002020-06692130.R. 12 31 2020
FIELD LOCATED R=4, R=4,620.66 - - - - � - o 0 0
620.66' L2 N 89'03'01" W 291.69' o o c" 0363733
N'LY TRACKS CL RR R/W _ _ C3 66, L=190.75 L=46.92' 589.08' S, o 0 0 2012� p,NT DEED
R=4�546'rD A=2'21'55" " N S 89'03'01" E 1,306.89' N89'03'01 "W 93.89' S \ 20 z z z GR Q1 �2012
I C1 C2 L-3 �p 28" �i R=4,546.66' 6 A=0'34 55 4 TIE TO N'LY RAIL
RCEL 1 �� N L=3.65' 00 N 6y \ 'QO p 8
I I (N74.58, P 4CD
669213 0. - A=0'02'45" FIELD LOCATED \ F \ �� `36 2083 CD FD 1" I.P. &TAG
� N�4.432�'W 3;0 00 5�8 S0, 202 GRANT DEED o PARCEL 3 0 R 3. P ARCEL 2 0 R. co N'LY TRACKS \ \ sS�, `o
5 0 _ 13 o _ 13 \ \ N IS 3777", DN 0.1'
0 3 0' 70'3603� 12�31 �202 0 202GRAN gDEED o 202GRANT DEED "' APPROX (LOCATION \ ��0� \ PER R1 (ON CENTER SECTION LINE)
I N z 12/31 /2020 12/ 2020 \ N00'07 13 W 10.88 FTC
0 00 311 OF S'LY TRACKS `�3 \ \
OR 38.35
ao �\ 338 25, 1V74.43 28,,W 7g4 O.R• \ \ \ \ \ RR5R 'LAY R/W TO N'LY RAIL 114.03'
�� 1'255.2 ' !'' 2021�0032DEED \ RR6* RR6: N'LY RAIL TO CA RR 11.65'
d o N ( ONESHEETL4B 'L I \� �SAN TI 0 o GRAN912021 \ \� `sS2, RR7: S'LY R/W TO C/L RR 125.69'
MOT o p1 \ \ o N * TO,
co o w w or, 70c I N74'4312g, 960.20,E\0-rCANyO 33g.45' z cY A RR7 O6,
I " N I O R. 1d, LO
o� I 20 2,255 ��AD N \ F FD 1 " I.P. & TAG "LS 3777"
4 z 2022_02 T4�EED s6,, sr, I TRUST 7363j30 63. (N74• I N o o R8\ ACCEPTPER Rl
ED AS POINT ON
PARCEL 0 0 GRAN 2022 s I O8 A/VSFER 0, R 44 24 „w �� 25 9 h R
I '16 o z z 06/16/ `'6'; �� ( /18/2011 GEED I 2,255 40, R10 25 93, FD 11. 3777", DN TAG
1.0' N89E021Og"W 1NAL LINE
0 16 FTC
P.M. 1$1 15 N I J I I ) Q' ^ PER R1
I tO 30.00' M&D2 54'52'36" i I N07'15'28"E 8.62' FTC
46.00' IM&D3 M & D3 I X6 CORNER co �SEC 19� (#806) Ln a� \ 2S�
607.35' I I SNF, SP N ���\ FD 1" I.P. & PLASTIC PLUG (6 V413-380-011
S'
STAMPED "RCE 862" PER R1 00
326.68 SP 326.68' �� DOWN 1.3', ACCEPTED AS CENTER SEC 19 .�APN:
653.35' (N89'16'24"W 653.36' D3) SP - - - - p9 OF, - - - _ _ _
IW Ya C 19 PARCEL 1 O R 1 EL 1 04117 D GRANT DEED 01 19 2021 S89'02'18"E 577.29' -
SEC. 19
9 GOJ'� 11 PARC 413 0.? N88'54'44"W 2613.41' 2p17- A►M pEE / /
017g38 Qv1ocl- /2p17 2021-0032794 O.R.
.-. .- 2022 .T DEED p619
04�14/2p22 R5. 20®�RANT►C EED \
169.38'
11/2 2p0S P.I.#12 PER R10 iS'-S21?6'04,, , (169.29' CF-R1) NO'06'43"W 195.77'
ESTABLISHED BY RECORD (S'-12 S 78'E £ 46n (NO'06 28 W 195.68 CF-R1) \
** SEE NOTE "F" ON SHEET 4 REGARDING CALLS TO SECTIONAL LINE
RAILROAD RIGHT-OF-WAY SEGMENT TABLE
LINE/CURVE
LENGTH
DIRECTION/DELTA
RADIUS
REF
LINE/CURVE
LENGTH
DIRECTION/DELTA
RADIUS
REF
LINE/CURVE
LENGTH
DIRECTION/DELTA
RADIUS
REF
L1
138.32'
138.32'
N77040'29"E
N77026'32"E
M
D1
C6
30.53'
0018'00"
5,829.60'
M
C16
31.57'
0054'00"
2,009.91'
M
L2"*
87.61'
15.23'
N89003'01"W
N90000'00"E
M
D1
C7
31.04'
0036'00"
2,964.83'
M
C17
31.04'
0"36'00"
2,964.83'
M
L3**
791.93'
703.11'
N52050'06"W
N53005'17"W
M
D1
C8
31.57'
0054'00"
2,009.91'
M
C18
30.53'
0018'00"
5,829.60'
M
L4
664.47
N52050'06"W
M
C9
32.10'
1012'00"
1,532.47'
M
C19
29.47'
0018'00"
5,629.60'
M
L5
672.40'
N73013'25"E
M
C10
32.62'
1029'59"
1,246.01'
M
C20
28.96'
0036'00"
2,764.83'
M
Cl
227.38
12009'42"
1,071.22'
M&D1
C11
1.50'
0004'53"
1,055.04'
M
C21
28.43'
0054'00"
1,809.91'
M
C2
192.38'
5039'42"
1,946.91'
M&D1
C12
818.77'
44047'59"
1,047.15'
M
C22
27.91'
1012'01"
1,332.47'
M
C3
242.33'
3003'14"
4,546.66'
M&D1
C13
1.50'
0004'53"
1,055.04'
M
C23
24.65'
1021'00"
1,046.01'
M
C4
237.67'
2056'50"
4,620.66'
M&D1
C14
32.62'
1029'59"
1,246.01'
M
C24
235.31'
15°28'31"
871.22'
M
C5
880.24'
1033.91
27058'25"
31051'26"
1,802.91'
1,802.91'
M
D1
C15
32.10'
1012'00"
1,532.47'
M
ANGLE AND DISTANCE FROM 459'F 4602424' SNF PER R1 202146�•R1� �003
MONUMENT #807 PER R1 2�- R,)G'Nr2'79
4
O12�119/'D26.40' (2639 R1) �(#807) \�\
FD 1 I.P. &TAG LS 3777 PER R1
UP 0.1', ACCEPTED AS S'LY R/W 0 R.
SAN TIMOTEO CANYON ROAD 8'011,2642 EED
0326/2p18
NOTE:
• SEE SHEET 4 FOR RR R/W TABLE PER D1
• SEE SHEET 4 FOR RR R/W CENTERLINE TABLE.
,y a
RIV. CO. ROS 22143
DETAIL A
SCALE: 1 " = 150'
I
Q 0669 0��0
`2O,ZOGRi1 ti0�0
N
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I
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Z02 GRANT pEED
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pARCE� 0$
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12/31/2020
I I CL12----
SEE R/W TABLE ON I CL11
SHEET 3 AND I CL9 L10 CL13
ESTABLISHMENT NOTE G\F\G CL8 CL1�-
"E" ON SHEET 2. I ERNpP '
SOD�N 0 `R3*� C80 C�8C��6 6-75-Cl \
N 0°06'54" E 50.04 �' /�' C8 C62 0 „� g� C15
(SOUTH 50.04' D 1) '40' o1i C60 \
�C58 C59 PARCEL 1, D1 \ Cl
CL5 ' _ ' Sg 13 q0' o1i C56 C57 PARCEL 2, D1 Cj c�3 C
_ � 5 �2 6�2- Q
- - CL3 CL4 �L6 ,'w 6�2 40 125813 W c63
CL2 3 10 `S C64
- - - - � S � 12 12 4p C 65 cep C6'9
CL1 6 PARCEL 4 GRANT DEED C6 C67
- - �$ - �$ w - - - - - - _ - - - - - - - _ - - _ 2020-0669213 O.R. 12 31 2020 C68
C - - - -
C8i - Cg6 5C84 Z S 13°12
SECTIONAL LINE
- - NY OF SEY4 OF NWY4 SEC 19 L2 OF SHEET 3
C50
C52 C53 C54 C55
C51 PARCEL 1 0•R 24.81' (114.19' D1)
2020-0669213 PARCEL 3 93.09' (180.71' D1)
\�N r/M0T GRP �; �2020 p669213 O.R• pp,RCEL 13 p R.
EO CAN 12/ 202D� ANS DEED 2020 RANT pEED
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PORTIONS OF THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 2 WEST, S.B.M.
STANTEC CONSULTING SERVICES INC. JUNE 2022
4.
;061F�
c 19 'y
C20 \
A
F (s s
3 2 \ \
°Aoso\
R863 (83.21 D1) SECTIONAL LINE
0,45
q p 12/31 /2020 G2/31 /2020 � � \
POSITION PER D1.
D1 - PARCEL 1 - CURVE TABLE
CURVE
LENGTH
DELTA
RADIUS
REF
CURVE
LENGTH
DELTA
RADIUS
REF
C50
279.15'
14055'51"
1,071.22'
M&D1
C69
29.74'
0018'00"
5,679.60'
M&D1
C51
29.36'
1021'00"
1,246.01'
M&D1
C70
29.47'
0036'00"
2,814.83'
M&D1
C52
32.10'
1012'00"
1,532.47'
M&D1
C71
29.22'
0°54'00"
1,859.91'
M&D1
C53
31.57'
0054'00"
2,009.91'
M&D1
C72
28.96'
1012'00"
1,382.47'
M&D1
C54
31.05'
0036'00"
2,964.83'
M&D1
C73
28.69'
1030'00"
1,096.01'
M&D1
C55
30.52'
0018'00"
5,829.60'
M&D1
C74
1.29'
1.42'
0004'53"
0004'47"
905.04'
905.04'
M
D1
C56
29.48'
0018'00"
5,629.60'
M&D1
C75
701.'
701.21'
44047'5"
44 4656
897.15'
897.15'
M
D1
C57
28.95'
0036'00"
2,764.83'
M&D1
C76
129'
1.42'
0004'53"
0004'47"
905.04'
905.04'
M
D1
C58
28.43'
0054'00"
1,809.91'
M&D1
C77
28.69'
1030'00"
1,096.01'
M&D1
C59
27.91'
1012'00"
1,332,47'
M&D1
C78
28.96'
1012'00"
1,382.47'
M&D1
C60
27.38'
1030'00"
1,046.01'
M&D1
C79
29.22'
0054'00"
1,859.91'
M&D1
C61
1.21'
1.19,
0004'53"
0004'47"
855.04'
855.04'
M
D1
C80
29.47'
0036'00"
2,814.83'
M&D1
C62
662.39'
662.13'
44047'59"
44046'56"
847.15'
847.15'
M
D1
C81
29.74'
0018'00"
5,679.60'
M&D1
C63
1.21'
1.19,
0004'53"
0004'47"
855.04'
855.04'
M
D1
C82
30.26'
0018'00"
5,779.60'
M&D1
C64
27.38'
1030'00"
1,046.01'
M&D1
C83
30.53'
0036'00"
2,914,83'
M&D1
C65
27.91'
1012'00"
1,332.47'
M&D1
C84
30.78'
0054'00"
1,959.91'
M&D1
C66
28.43'
0054'00"
1,809.91'
M&D1
C85
31.05'
1012'00"
1,482.47'
M&D1
C67
28.95'
0036'00"
2,764.83'
M&D1
C86
28.18'
1021'00"
1,196.01'
M&D1
C68
29.48'
0°18'00"
5,629.60'
M&D1
C87
268.19'
268.09'
15002'49"
15 02 28
1,021.22'
1,021.22'
M&D1
RAILROAD RIGHT-OF-WAY CENTERLINE SEGMENT TABLE
SEE SHEET 3 FOR CORRESPONDING LABELS
LINE/CURVE
LENGTH
DIRECTION/DELTA
RADIUS
LINE/CURVE
LENGTH
DIRECTION/DELTA
RADIUS
CL1
257.23'
15010'30"
971.22'
CL12
30.00'
1030'00"
1,146.01'
CL2
27.00'
1021'00"
1,146.01'
CL13
1.36'
0°04'53"
955.04'
CL3
30.00'
1012'00"
1,432.47'
CL14
740.58'
44047'59"
947.15'
CL4
30.00'
0054'00"
1,909.91'
CL15
1.36'
0004'53"
955.04'
CL5
30.00'
0036'00"
2,864.83'
CL16
30.00'
1030'00"
1,146.01'
CL6
30.00'
0018'00"
5,729.60'
CL17
30.00'
1012'00"
1,432.47'
CL7
672.40'
S73012'10"VV
CL18
30.00'
0054'00"
1,909.91,
CL8
30.00'
0018'00"
5,729.60'
CL19
30.00'
0036'00"
2,864.83'
CL9
30.00'
0036'00"
2,864.83'
CL20
3&00'
0°18'00"
5,729.60'
CL10
30.00'
0054'00"
1,909.91'
CL21
740.61'
N52050'06"W
CL11
30.00'
1012'00"
1,432.47'
ESTABLISHMENT NOTES
OPARCELS 1 AND 2 OF D1 CONTAIN CALLS "TO THE SOUTHERLY LINE OF THE NORTH
F HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19."
COURSES SHORTENED TO END ON ESTABLISHED INTERIOR SECTIONAL LINE
FIELD LOCATED
N'LY TRACKS
RR1*
*
W Ys4 CORNER KKJ'
SEC 19 -
* RR R/W TIES
RR1: N'LY R/W TO N'LY RAIL 81.68'
RR2: N'LY RAIL TO W Ys4 COR 1.70' RR4*
RR3: Ys4 COR TO C/L RR 18.42' - -
RR4: C/L RR TO S'LY R/W 100.10,
RR5: S'LY R/W TO C/L STCR 0.19,
zo FD RR SPIKE NO PUNCH
NO RECORD, DN 0.1'.
S17°53'28"W 0.23' FTC
SAN 11MOTE0 CANYON ROAD
(PER R5&59)
FD 1 " I.P. & TAG "RCE 15958"
PER R2, R5, DN 1.4',
DISTURBED, LEANING W'LY,
NOT ACCEPTED
4
P MP 151 / 15-16
D ETA I L B
SCALE: 1 " = 60'
RR5*
2�23 - 09853NN
SHEET 4 OF 4 SHEETS
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46.00' M&D3
FD 2" I.P. & WOOD PLUG, PER R1, NO TAG,
UP 0.25'. ACCEPTED AS 2" I.P. W/WOOD
PLUG & TAG "L.S. 3572" MARKING W1/4
COR. SEC 19, PER R 1, R2.
SET TAG "PLS8395".
RIV. CO. ROS 22143