rs162_041-045a0aq-oo��f6as
012i'G�'rla( Y 1�
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF BLOCK 12, 14 AND 19 OF CONSOLIDATED RESERVOIR AND POWER
COMPANY'S SUBDIVISION OF SAN JACINTO LAKE TRACT AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE 83
OF MAPS, AND BLOCKS 1, 2, 3 AND 4 AS SHOWN BY AMENDED
MAP NO. 1 OF LAKEVIEW ON
FILE IN
BOOK 2, PAGE 24 OF MAPS, TOGETHER WITH THOSE PORTIONS OF THE VACATED ALFAFA ROAD, THE R.R.
RESERVATION AND RESERVOIR AVENUE ADJOINING SAID BLOCKS
WHICH WOULD PASS WITH A
CONVEYANCE OF SAID BLOCKS BY OPERATION OF LAW, AND ALSO THAT PORTION OF LOTS "A", "C" AND "D" OF
THE SUBDIVISION OF LOT 4 OF SAN JACINTO NUEVO, AS SHOWN
BY MAP ON FILE IN BOOK 1,
PAGES
10 AND 11 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. LYING WITH SECTONS
1, 2,
11, 12, TOWNSHIP 4 SOUTH,
RANGE 2
WEST, SAN BERNARDINO BASE AND MERIDIAN.
MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES DATE OF SURVEY MARCH 2O23 DANIEL A. CALVILLO, L.S. 8294
® INDICATES FOUND MONUMENT AS NOTED. FOR SIZE AND DESCRIPTION SEE DESCRIPTION NUMBER. MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES
® INDICATES FOUND STATION MONUMENT AS NOTED.
0 INDICATES NUMBER OF FOUND MONUMENT DESCRIPTION.
19 FOUND 2" IRON PIPE, TAGGED "L.S. 3708" MARKED "COR 4 LOT 4", DOWN. 1.0' PER (R4) & (R7);
ACCEPTED AS THE SOUTHWEST CORNER OF BLOCK 12 (R1)
O FOUND 1" IRON PIPE, TAGGED "L.S. 5174", DOWN 0.2' PER R3; ACCEPTED AS THE CORNER
COMMON TO SECTIONS 2, 3, 10 & 11 T4S R2W SBM AND CENTERLINE INTERSECTION OF
BRIDGE STREET & MARVIN ROAD
2a FOUND 2" IRON PIPE, TAGGED "L.S. 5174" FLUSH PER R3; ACCEPTED AS COR 22 LOT 3
PER R1 & R4. AND CENTERLINE INTERSECTION OF MARVIN ROAD AND WEST LINE OF
BLOCK 12 OF R1
3O FOUND 1" IRON PIPE, TAGGED "L.S. 5174" DOWN 0.5' PER R3; ACCEPTED AS THE MOST
WESTERLY CORNER OF BLOCK 19 (R1)
O4 FOUND 1" IRON PIPE, TAGGED "L.S. 5174" DOWN. 0.5' PER R3; ACCEPTED AS A POINT ON
THE NORTH LINE OF THE 500' WIDE RIVERSIDE COUNTY FLOOD CONTROL EASEMENT FOR THE
SAN JACINTO RIVER PER DOCUMENT RECORDED 9/13/1947 IN BOOK 861, PAGES 351, 352
O.R. PER R3, AND THE MOST NORTHERLY CORNER OF BLOCK 12 (R1)
O
FOUND 1" IRON PIPE, TAGGED "L.S.
5174" DOWN 1.0' PER R3;
ACCEPTED AS A POINT ON
THE NORTH LINE OF THE 500' WIDE
RIVERSIDE COUNTY FLOOD
CONTROL EASEMENT FOR THE
SAN JACINTO RIVER PER DOCUMENT
RECORD 9/13/1947 IN BOOK 861, PAGES 351, 352 O.R.
PER R3.
O
FOUND 1" IRON PIPE, TAGGED "L.S.
5174" DOWN 0.3' PER R3;
ACCEPTED AS A POINT ON
THE NORTH LINE OF THE 500' WIDE
RIVERSIDE COUNTY FLOOD
CONTROL EASEMENT FOR THE
SAN JACINTO RIVER PER DOCUMENT
RECORD 9/13/1947 IN BOOK 861, PAGES 351, 352 O.R.
PER R3, AND A POINT ON THE EASTERLY RIGHT OF WAY BRIDGE
STREET PER R3.
O7
FOUND 1" IRON PIPE, TAGGED "L.S.
5174" DOWN 0.6' PER R3;
ACCEPTED AS A POINT ON
THE CENTERLINE OF BRIDGE STREET, SAID POINT ALSO BEING
AN ANGLE POINT ON SAID
STREET PER R3
8O
FOUND 1" IRON PIPE, TAGGED "L.S.
5174" DOWN 0.2' PER R3;
ACCEPTED AS A POINT ON
THE SOUTH LINE OF BLOCK 14 (R1)
PER R3
(DFOUND
1" IRON PIPE, TAGGED "L.S.
5174" DOWN 0.6' PER R3;
ACCEPTED AS A POINT ON
THE CENTERLINE OF BLOCK 14 (R1)
PER R3
10
FOUND 1" IRON PIPE, TAGGED "L.S.
5174" DOWN 0.6' PER R3;
SOUTH 29' 07' 46" WEST,
16.27' (16.27' R3) FROM NORTHEASTERLY RIGHT OF WAY OF RIVERSIDE COUNTY FLOOD
CONTROL & WATER CONSERVATION DISTRICT.
GFOUND 1 1/4" IRON PIPE, TAGGED "L.S. 5174" DOWN 4.0' PER R3; ACCEPTED AS POINT
ALONG NORTH LINE (R5), R=2250.00', L=0.18' D=00' 00' 17" SOUTHEASTERLY FROM BC.
12 FOUND 1" IRON PIPE, TAGGED "L.S. 5174" DOWN. 1.0' PER R3; ACCEPTED AS POINT ALONG
NORTH LINE (R5) ALSO ACCEPTED AS NORTHEAST CORNER PARCEL 2 (R10)
13 FOUND 1 1/4" IRON PIPE, TAGGED "L.S. 5174" DOWN. 2.6' PER R3; ACCEPTED AS POINT
ALONG NORTH LINE (R5), R=2250.00', L=0.39' D=00' 00' 36" SOUTHWESTERLY FROM EC.
14 FOUND 3/4" IRON PIPE DOWN 3.5' PER (R3 & R6), TAG MISSING; ACCEPTED AS A POINT
ALONG (R5)
15 FOUND 1 1/4" IRON PIPE, TAGGED "L.S. 5491" DOWN 6.0' PER (R6); ACCEPTED AS POINT
ALONG (R5) AND POINT ALONG THE EAST LINE BLOCK 19 (R1)
16
FOUND 1" IRON
PIPE PER
(R7), TAG ILLEGIBLE, DOWN
2.0%
ACCEPTED
AS POINT
ALONG
SOUTH LINE OF
BLOCK 18
AND SOUTH LINE (R1)
17
FOUND 1" IRON
PIPE PER
(R7), TAG ILLEGIBLE, DOWN
1.0%
ACCEPTED
AS POINT
ALONG
EASTERLY LINE
OF BLOCK
12 (R1) AND POINT ALONG
SOUTHEASTERLY
LINE SO.
CA. EDISON
R/W
18
FOUND NAIL IN
CONCRETE
FENCE POST FOOTING PER
(R7),
TAG & TIN
MISSING;
ACCEPTED
AS POINT ALONG
THE EASTERLY LINE OF PARCEL 2 (R11),
N 00' 24' 26" E, 0.21'
FROM SE
COR PARCEL 2
(R11) AND
NE'LY RW RAMONA EXPRESSWAY
20 FOUND 1" IRON PIPE FILLED W/CONCRETE W/TAG, ILLEGIBLE, DOWN 1.6' (1-109 PER R8);
ACCEPTED AS POINT ALONG CONTROL LINE PER R8
21 FOUND 2" IRON PIPE FILLED W/CONCRETE, TAG MISSING, DOWN 0.6' (DV-96R PER R8); ACCEPTED
AS POINT ALONG CONTROL LINE PER R8.
22 FOUND 1" IRON PIPE W/COUNTY SURVEYOR PLASTIC CAP & TACK, FLUSH PER R12; ACCEPTED AS
POINT ON CENTERLINE RAMONA EXPRESSWAY.
23 FOUND 1" IRON PIPE OPEN, HELD CENTER, DOWN 0.1' IN LIEU OF 1" IRON PIPE & PLASTIC PLUG
STAMPED "RIV. CO. TRANS." PER R13; ACCEPTED AS BRIDGE STREET AND RAMONA EXPRESSWAY
CENTERLINE (CONSTRUCTION) INTERSECTION. NORTH 00' 00' 00" WEST, 27.10' FROM BRIDGE
STREET AND RAMONA EXPRESSWAY CENTERLINE INTERSECTION.
24 FOUND 1" IRON PIPE W/COUNTY
SURVEYOR
PLASTIC CAP &
TACK, FLUSH PER R14; ACCEPTED AS
POINT ON CENTERLINE RAMONA EXPESSWAY
SURVEY). ALCULAT
D BEGINNING CURVE AT
TANGENT POSITION FROM POINTS
22 TO
24 AND 26
TO 30 IS S 89' 59' 25" E, 0.87'
FROM FOUND MONUMENT.
25 FOUND 1" IRON PIPE W/COUNTY
SURVEYOR
PLASTIC CAP &
TACK, DOWN 1.0' PER R15. NORTH 18'
43' 28" EAST, (RADIAL) 0.10' FROM
RAMONA
EXPRESSWAY
SURVEY CENTERLINE.
26 FOUND 1" IRON PIPE, PLASTIC CAP MISSING, DOWN. 1.5' PER R16; ACCEPTED AS POINT ON
CENTERLINE RAM NA EXPR SSWAY RVEY). ALCULATED END CURVE AT TANGENT POSITION
FROM POINTS 22 TO 24 AND 26 TO 30 IS S 52' 32' 44" E, 0.63' FROM FOUND
MONUMENT.
27 FOUND 1" IRON PIPE W/COUNTY SURVEYOR PLASTIC CAP & TACK, DOWN 1.0' PER R17;
SOUTH 37' 27' 16" WEST 0.22' FROM THE RAMONA EXPRESSWAY SURVEY CENTERLINE.
28
FOUND
1" IRON
PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK, DOWN
1.0' PER R18;
SOUTH
37' 27'
16" WEST 0.27' FROM THE RAMONA EXPRESSWAY
SURVEY
CENTERLINE.
29
FOUND
1" IRON
PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK, DOWN
1.0' PER R19;
SOUTH
37' 27'
16" WEST 0.12' FROM THE RAMONA EXPRESSWAY SURVEY
CENTERLINE.
30
FOUND
1" IRON
PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK, DOWN
1.0' PER R20;
ACCEPTED AS POINT ALONG THE RAMONA EXPRESSWAY SURVEY
CENTERLINE.
31
FOUND
1" IRON
PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK, DOWN
1.0' PER R20; NORTH
37' 27'
16" EAST 0.14' FROM THE NORTHEASTERLY RIGHT
OF WAY OF RAMONA EXPRESSWAY.
32
FOUND
1" IRON
PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK, DOWN
2.0' PER R19; ACCEPTED
AS POINT ALONG
NORTHEASTERLY RIGHT OF WAY RAMONA EXPRESSWAY
33
FOUND
1" IRON
PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK, DOWN
3.0' PER R17; SOUTH
37' 27'
16" WEST 0.13' FROM THE NORTHEASTERLY RIGHT
OF WAY OF RAMONA EXPRESSWAY.
34
FOUND 1"
IRON PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK,
DOWN. 2.6' PER R16;
NORTH
37' 26'
50" EAST (RADIAL) 0.16' FROM THE NORTHEASTERLY RIGHT
OF WAY OF RAMONA.
EXPRESSWAY, AND NORTH 37' 54' 50" WEST 0.65' FROM
THE NORTHEASTERLY RIGHT OF
WAY OF
RAMONA
EXPRESSWAY END CURVE.
35
FOUND 1"
IRON PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK,
DOWN 3.7' PER R15;
NORTH
18' 43'
27" (RADIAL) 0.15' FROM NORTHEASTERLY RIGHT
OF WAY RAMONA EXPRESSWAY.
36
FOUND 1"
IRON PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK,
DOWN 1.5' PER R14;
SOUTH
00' 00'
35" WEST 8.94' FROM THE NORTHEASTERLY RIGHT OF WAY
RAMONA EXPRESSWAY. AND
ALSO SOUTH 05' 16' 19" WEST 8.98 FROM THE NORTHEASTERLY RIGHT OF WAY RAMONA
EXPRESSWAY BEGINNING CURVE.
9FOUND
1"
IRON PIPE W/COUNTY SURVEYOR PLASTIC CAP
& TACK,
DOWN. 2.6' PER R12;
NORTH
00' 00'
35" EAST 0.13' FROM NORTHERLY RIGHT OF WAY
RAMONA
EXPRESSWAY
SURVEYOR'S STATEMENT
SHEET 1 OF 5 SHEETS
RECORDER'S STATEMENT
FILED THIS-12—DAY,
OF_ 20o_��i
AT_1:32 / IN BOOK_,/ka--
OF RECORDS OF SURVEY, AT
PAGE 4.L-!4__c:i___, AT THE REQUEST OF
THE COUNTY SURVEYOR.
NO. z .0 �14 G
FEE: _13---------------
PETER ALDANA, ASSESSOR —COUNTY
CLERK —RECORDER
BY: — --------DEPUTY.
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 DAVID EVANS AND ASSOCIATES,
INC. IN MARCH, 2023.
12
� A.
18 2023
/ / No. 8294
DANIEL A. CALVILLO, L.S. 8294 DATE
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS ___f_ I__ DAY OF
-- S- --- 2024.
..� s
DAVID L. M MILLAN COUNTY SURVEYOR DAVID MMLLAN
L.S. 8488 No.8488
C
STATEMENT OF PURPOSE
0
THE PURPOSE OF THIS RECORD OF SURVEY IS TO COMPLY WITH SECTION 8762
OF THE PROFESSIONAL LAND SURVEYOR'S ACT TO DOCUMENT MATERIAL
DISCREPANCIES FOUND. AS WELL AS ESTABLISH PARCELS 2, 3, 4, 5, AND 6
GRANTED TO LOYOLA PROPERTIES I, LP, A CALIFORNIA LIMITED PARTNERSHIP, AS
DESCRIBED IN GRANT DEED RECORDED DECEMBER 22, 2021 FILED AS
INSTRUMENT NO. 2021-0752569 OF OFFICIAL RECORDS, COUNTY OF RIVERSIDE.
AND ALSO THE PROPERTY GRANTED TO RONALD C. PIETERSMA AND KRISTINE L.
PIETERSMA, AS TRUSTEES OF THE RONALD AND KRISTINE PIETERSMA FAMILY
TRUST, DATED FEBRUARY 15, 1992, AS DESCRIBED IN GRANT DEED RECORDED
DECEMBER 23, 2021 FILED AS INSTRUMENT NO. 2021-0755092 OF OFFICIAL
RECORD, COUNTY OF RIVERSIDE.
t� � v � . mc.�nn � ��. Q►N, Gv� NT y Sv tZv �.vfZ
L.5.13g 8�d
SEE SHEET 2 FOR CONTINUATION OF MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES
RIVCO 23-070
SCALE 1" = 600' IN THE UNINCORPORATED TERRITORY OF THE SHEET 2 of 5 SHEETS
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF BLOCK 12, 14 AND 19 OF CONSOLIDATED RESERVOIR AND POWER COMPANY'S SUBDIVISION OF SAN JACINTO LAKE TRACT AS SHOWN BY MAP ON FILE IN BOOK 6
PAGE 83 OF MAPS, AND BLOCKS 1, 2, 3 AND 4 AS SHOWN BY AMENDED MAP NO. 1 OF LAKEVIEW ON FILE IN BOOK 2, PAGE 24 OF MAPS, TOGETHER WITH THOSE PORTIONS OF THE VACATED ALFAFA
ROAD, THE R.R. RESERVATION AND RESERVOIR AVENUE ADJOINING SAID BLOCKS WHICH WOULD PASS WITH A CONVEYANCE OF SAID BLOCKS BY OPERATION OF LAW, AND ALSO THAT PORTION OF LOTS
"A", RICO$ AND RID" OF THE SUBDIVISION OF LOT 4 OF SAN JACINTO NUEVO, AS SHOWN BY MAP ON FILE IN BOOK 1, PAGES 10 AND 11 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY. LYING WITH SECTONS 1, 2, 11, 12, TOWNSHIP 4 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN.
DATE OF SURVEY MARCH 2023 DANIEL A. CALVILLO, L.S. 8294
CONTINUATION MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES
38
SEARCHED FOUND NOTHING, SET NOTHING. PARCEL 2 R11) EASTERLY BOUNDARY ANGLE POINT
ESTABLISHED BY RECORD DISTANCE (465.06') FROM 17 PER R7
GRAPHIC SCALE
PSEARCHED
FOUND NOTHING, SET NOTHIN SOUTHEAST CORNER OF BLOCK 12 (R1) ESTABLISHED
300 600 1200
2400
BY RECORD DISTANCE (796.60') FROM 16 PER R7
qkOUND
1" IRON PIPE, TAGGED "L.S. 5174" DOWN 0.3' PER R3; ACCEPTED AS A POINT ON THE
EASTERLY RIGHT OF WAY BRIDGE STREET PER R3.
( IN FEET)
1 inch = 600 ft.
41
SEARCHED FOUND NOTHING, SET NOTHING; BRIDGE STREET & RIVERSIDE COUNT FLOOD CONTROL
AND WATER CONSERVATION DISTRICT EASEMENT ESTABLISHED BY INTERSECTION.
42
SEARCHED FOUND NOTHING, SET GEAR SPIKE & WASHER STAMPED OILS 8294" FLUSH; BRIDGE
STATION MLFP
STREET & RAMONA EXPRESS WAY ESTABLISHED BY INTERSECTION.
N 2279468.18
43
SEARCHED FOUND NOTHING, SET NOTHING; MOST SOUTHERLY CORNER OF THE PARCEL OF LAND
E 6237668.03
CONVEYED TO HONER INVESTMENT COMPANY PER R25.
COMBINATION FACTOR
1.0000112058
44
SEARCHED FOUND NOTHING, SET NOTHING; NORTH CORNER OF BLOCK 12 OF R1 ESTABLISHED BY
CONVERGENCE ANGLE
RECORD ANGLE (77' 16' 15") PER R3, AND RECORD DISTANCE (122.80' R1 — 5.38 R3 = 117.42')
—00' 35 12.7
STATION P584
�--- ^
N 2269135.98
E 6348737.97
COMBINATION FACTOR
— -- N 8� '07"
\
- W 111�
1.0000065895
'48'
BASIS OF —"
CONVERGENCE ANGLE
— — —_.
BE ARINGS
— — —___ _ —00' 23' 08.0"
SEE SHEET 5
< `7 4q� 'e'*,
W I • `�
�\
_ I C0ti
11a'c N.A.P.
PARCEL 6 (R 10)
P+ "A DV/Al DAA n
PARCEL 5 (R 10) I �3 24
� 835� • 4p
BASIS OF BEARING
THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA
COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2010.00 EPOCH) IN
ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS
8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD —OBSERVED
TIES TO THE FOLLOWING NATIONAL GEODETIC SURVEY NETWORK, CONTINUALLY
OPERATING REFERENCE STATIONS (CORS), OR EQUIVALENT STATIONS:
NORTHING
2279468.18
2269135.98
EASTING
6237668.03
6348737.97
ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES AND ARE IN U.S.
SURVEY FOOT. GRID DISTANCES CAN BE OBTAINED BY DIVIDING GROUND
DISTANCES BY A COMBINED FACTOR OF 1.0000703601.
NOTE:
SEE SHEET 1 FOR MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES, AND STATEMENT OF PURPOSE.
SEE SHEET 4
SEE SHEET 2 FOR CONTINUATION OF MONUMENT DESCRIPTIONS
AND ESTABLISHMENT NOTES, BASIS OF BEARINGS,
CONVERGENCE ANGLE AND TIED TO PROJECT.
SEE SHEET 3 FOR REFERENCE & BOUNDARY DETAILS.
SEE SHEET 3
SEE SHEETS 4 AND 5 FOR BOUNDARY DETAILS.
q�
SCALE 1" = 300'
to
w
W
Z
W
W
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
aC�?�f-ool46as'
"nu3
SHEET 3 OF 5 SHEETS
BEING A SURVEY OF A PORTION OF BLOCK 12, 14 AND 19 OF CONSOLIDATED RESERVOIR AND POWER COMPANY'S SUBDIVISION OF SAN JACINTO LAKE TRACT AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE 83 OF MAPS, AND BLOCKS
1, 2, 3 AND 4 AS SHOWN BY AMENDED MAP NO. 1 OF LAKEVIEW ON FILE IN BOOK 2, PAGE 24 OF MAPS, TOGETHER WITH THOSE PORTIONS OF THE VACATED ALFAFA ROAD, THE R.R. RESERVATION AND RESERVOIR AVENUE ADJOINING
SAID BLOCKS WHICH WOULD PASS WITH A CONVEYANCE OF SAID BLOCKS BY OPERATION OF LAW, AND ALSO THAT PORTION OF LOTS "A", "C" AND "D" OF THE SUBDIVISION OF LOT 4 OF SAN JACINTO NUEVO, AS SHOWN BY MAP ON
FILE IN BOOK 1, PAGES 10 AND 11 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. LYING WITH SECTONS 1, 2, 11, 12, TOWNSHIP 4 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN.
DATE OF SURVEY MARCH 2O23 DANIEL A. CALVILLO, L.S. 8294
RCS
REFERENCE
R1 INDICATES REFERENCE RECORD DATA.
INDICATES RECORD DATA
CF INDICATES CALCULATED FROM
L=347.59'
R=5071.00'
6= 3'55'38"
, �N � ,
LIU
pQpi�Oj �tK
677.69'
2
N 42.11'31" E 228.43'
`N 34.50'26" E (R)
SEE SHEET 4
BLOCK 12
P/CO ROAD PER R1
NI of
a
3285.02'
3962.71' (3962.55' R7)
N 89.55'25" E 4759.61' (4759.45' CF R7)
L=231.34' C $c
A 2 36150 of L0T5 A�
IN, >�� FORTION PARCEL 1 (R11)
N 37'27'09" E 71.16' 140�6�, .7
MONUMNET TO MONUMENT 00, 8
�6. • As
N 37.29'36" E 71.09'
MONUMNET TO MONUMENT
R1.....
INDICATES
RECORD
DATA
PER
CONSOLIDATED RESERVOIR AND POWER COMPANY'S
SUBDIVISION
OF
SAN JACINTO
LAKE
TRACT, MB 6/83
R2.....
INDICATES
RECORD
DATA
PER
AMENDED MAP NO. 1 OF LAKEVIEW, MB 2/24
R3.....
INDICATES
RECORD
DATA
PER
RECORD OF SURVEY, RSB 138/16-17
R4.....
INDICATES
RECORD
DATA
PER
RECORD OF SURVEY, RSB 61 /87-89
R5.....
INDICATES
RECORD
DATA
PER
EASEMENT DOCUMENT RECORDED 9/13/1947 IN BOOK
861,
PAGES 351, 352 O.R.
R6.....
INDICATES
RECORD
DATA
PER
RECORD OF SURVEY, R.S.B 149/77
R7.....
INDICATES
RECORD
DATA
PER
RECORD OF SURVEY, RSB 62/73
R8.....
INDICATES
RECORD
DATA
PER
RECORD OF SURVEY, RSB 84/69-73
R9.....
INDICATES
RECORD
DATA
PER
RECORD OF SURVEY, RSB 61 /12
R10...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 12/22/2021, INSTRUMENT NO.
2021-0752569
O.R.
R11...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 12/23/2021, INSTRUMENT NO.
2021-0755092
O.R.
R12...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0559
R13...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0558
R14...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0557
R15...
INDICATES
RECORD
DATA
PER
CORNER RECORD 13-0048
R16...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0555
R17...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0554
R18...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0553
R19...
INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0552
R20... INDICATES
RECORD
DATA
PER
CORNER RECORD 2023-0549
R21...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 10/31/1972, INSTRUMENT NO.
145165 O.R.
R22...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 11/16/1971, INSTRUMENT NO.
131224 O.R.
R23...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 11/16/1971, INSTRUMENT NO.
131222 O.R.
R24...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 1 /27/1970, INSTRUMENT NO.
7981
O.R.
R25...
INDICATES
RECORD
DATA
PER
GRANT DEED RECORDED 5/18/1965, INSTRUMENT NO.
57082 O.R.
6
M•B•/83
SOUTHERLY LINE
BLOCK 12 (R1)
SEE DETAIL "Al --
HEREON
493379262 SQ FT OT 3 SjV
99.570 AC & L /
of
SOT SJN /� o I)
-
17
N. Su6D•
(oC�
N'LY RIGHT OF WAY OF RAMONA
EXPRESSWAY ESTABLISHED PER R24.
sr
8 �j / 3�yp' �`°�/ IZ
°°
,>9j. ���' / rnPARCEL 1 (R11) 161.69' NN 37.32'01" E 71.12' 2 oMONUMNET TO MONUMENT o
NOTE:
SEE SHEET 1 FOR MONUMENT DESCRIPTIONS AND ESTABLISHMENT
NOTES, AND STATEMENT OF PURPOSE.
SEE SHEET 2 FOR CONTINUATION OF MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES, BASIS OF BEARINGS, CONVERGENCE ANGLE
AND TIED TO PROJECT.
SEE SHEET 3 FOR REFERENCE & BOUNDARY DETAILS.
SEE SHEETS 4 AND 5 FOR BOUNDARY DETAILS.
SE COR BLOCK 12 (R1)
BOCK 18
DETAIL "A" � w
N.T.S. 0 ��
8 �h^).^
ti
PARCEL 1 (RI 1)
3.33'
w
40 -00 0
A c0 M CV
tLohU*) O
�O / -t o -q- r1-
°cX x •
/�0� GO ti `o
4
796.90' (796.90' R7) -�
Rb Qr
^hio
�1b
o'`
b"o
C �V
OF SOTS A, SOT 3 S
PORTION T 4 SAN Sc
OF L0
0,1 i
M B. 1
1
RS 62173
N 37.27'16" E 71.14'
GRAPHIC SCALE
150 300 600
( IN FEET )
I inch = 300 ft
1200
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MARV/N ROAD , 2
2 2 177.79 N 00'15'59" E 29.93'
4-33`1p'46„
R =275 0, - L=1592.49'
SE CORNER BLOCK B I� —
" AKA CORNER 22 OF w �� L�47'54'22"
LOT 3 PARTITION '
ago RANCHO SAN JACINTO I o .`v/ tip'
PARCEL 6 (Rt0) 0 M NUEVO (R1) ;�/ ��o' / , F,
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SCALE 1" = 300'
SEE SHEET 5
\ RS 138/16-17
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\ 132.57'
17'10'41" E 5.28' (5.38' R3) (5.30' R6)
R CORD OF SURV Y
COUNTYIN THE UNINCORPORATED TERRITORY OF THE
• RIVERSIDE, • •- •
aa�Lf-o�Wbas �b
SHEET 4 OF 5 SHEETS
BEING A SURVEY OF A PORTION OF BLOCK 12, 14 AND 19 OF CONSOLIDATED RESERVOIR AND POWER COMPANY'S SUBDIVISION OF SAN JACINTO LAKE TRACT AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE 83 OF MAPS, AND BLOCKS 1, 2,
3 AND 4 AS SHOWN BY AMENDED MAP NO. 1 OF LAKEVIEW ON FILE IN BOOK 2, PAGE 24 OF MAPS, TOGETHER WITH THOSE PORTIONS OF THE VACATED ALFAFA ROAD, THE R.R. RESERVATION AND RESERVOIR AVENUE ADJOINING SAID
BLOCKS WHICH WOULD PASS WITH A CONVEYANCE OF SAID BLOCKS BY OPERATION OF LAW, AND ALSO THAT PORTION OF LOTS "A", C AND D OF THE SUBDIVISION OF LOT 4 OF SAN JACINTO NUEVO, AS SHOWN BY MAP ON FILE IN
BOOK 1 PAGES 10 AND 11 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY LYING WITH SECT N 1 12 T WN
0 S , 2, 11, 0 SHIP 4 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN.
ti N S94o' DATE OF SURVEY MARCH 2O23 DANIEL A. CALVILLO, L.S. 8294
\ RS 138 16-17 '�;3 , S6 " ('2�3
\ / S'9'' 72 9' R 12 CF R6�' 21 NOTE:
44 F �4 `3i 540' Sq.O 8
\ 77)� °7' (7 ��\ � � �0, SEE SHEET 1 FOR MONUMENT DESCRIPTIONS
\ 2 2� 4 RS 149/77 K g
NORTHWEST CORNER C N 3�2' ia11,0,�sh �,3 (L=1881.62'� R3) B��C
BLOCK 12 (R1) \ Q � S94C, R6J 23 R3 (R=2250.00„ R3) 6/8
N �Op S6 , t� 188j (t�=47 54 54 R3) M.B.
N S9�°S6 ,0 Crl. 4>> d=O'00'817" d �438 d 4 250_��, (L=1881.65'� R6)
N.A.P. 'd \ yY �6¢. 11 �O,S> >5422» (R=2250.00 R6)
w 8g 39 '4�' °S" (�47'5457" R6) �13�,
O N S6l\�0, � Cpti 11 1442.70' (Le1442.86' R3) �-�
CK 6 TE, 36•4417" `44'31" R3)
(71
, R6)
3 r;1o��'�2' E
N 12
0�3 ro �15.25
R6�
8
„0� �• ♦c SOUTHEASTERLY RIGHT OF WAY
WEST LINE BLOCK 12 (R1) �'S lb- y� I LINE ESTABLISHED PER R21.
PARCEL 3 (R10) °i N,�'`
L
1 2� 3 & a-S o NORTHWESTERLY RIGHT OF WAY G��� otl►0 �t
cK5 0 o LINE ESTABLISHED PER R21.
S OF BGO N z PARCEL 1 (R11)
PORTION Z/ZA 30'
M•B'
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�IN
�IN
Z
^� L=33.81'
R=5071.00'
A=0'22'55"
N 00'16'11" E 150.92'
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PER R2
N'LY RIGHT OF WAY
OF RAMONA
EXPRESSWAY
ESTABLISHED PER
R24.
O
L=266.01'
R=5071.00'
0=3'00'20"
89'55'25" E
/677.69'
9
N 30'54'47" E (R)
Boa
6/83
M•B•
598839202 SQ FT
135.060 AC
SEE SHEET 3
PICO ROAD PER RI E
o
N 89'55'25" E 3267.01' N w
N 89'55'25" E 3285.02'
EASTHERLY LINE
BLOCK 12 (R1)
SOUTHERLY LINE
BLOCK 12 (R1)
11g. AND ESTABLISHMENT
5 NOTES, AND STATEMENT OF PURPOSE.
SEE SHEET 2 FOR CONTINUATION OF MONUMENT DESCRIPTIONS AND
ESTABLISHMENT NOTES, BASIS OF BEARINGS, CONVERGENCE ANGLE
AND TIED TO PROJECT.
SEE SHEET 3 FOR REFERENCE & BOUNDARY DETAILS.
SEE SHEETS 4 AND 5 FOR BOUNDARY DETAILS.
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GRAPHIC SCALE
150 300 600
( IN FEET )
1 inch = 300 ft.
0
1200
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