rs161_015SHEET 1 OF 1 SHEETS
SCALE = 1)) = 200'
CAJALCO ROAD
� 2
z I S1 -002`46"E 137.95' 138.03'(Rl)
N88'57'37"E 340.04 ..............
TIC10-
340.05' (Rl) ICN 3
~' L=319.26 ; R=1000.00'
dw 181
� N � . 732 „
319.21 ' R l
SNF
w
IN THE UNINCORPORATED TERRITORY, OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD -OF SURVEY
BEING A SURVEY OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 12,
TOWNSHIP 4 SOUTH, RANGE 4 WEST, S.B.M.
PBLA SURVEYING, INC. NOVEMBER 2Q,22 ADAM K. KORTA, PLS 9599
DETAIL A
w`s'•
M
063 b.
CM
•cn ESTAB. BY
PRORATION
_ N88 `59'43 "E
1195.26
� RiDER STREET
Co
r
� 5
z
Rosa
112/36 Cfl, �/ �o To" Sf
N
o
r
Cy
Co C�
0
"' ACCEPTED AS CS I CORNER .4:� 2
LINE TABLE
SEC.
12 T4S, R4W
G
,�
ao
Ll
GRANT DEED-,
280.10'
�
N
7
BK. 125, PG. 487
93
�, ?
299.98' PER D 1
Itl .-.�
REC. 06/01/1966, O.R.
'' N
k,,
L4
SOUTH LINE OF GRANT DEED
az
� A
300.09' PER D 1
IN BK. 125, PG. 487
REC. 06/01/1933 O.R.
-�,�
N
Ill'
L1
oI
�--
'
N87'51 '1 "W 725.31Co
w
�
FL3�
��
�Q � 445.22'
w
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LINE TABLE
LINE
BEARING
LENGTH I
RECORD DISTANCE
Ll
N87.4946 "W
280.10'
280.09' PER D 1
L2
N00'3928 "E
300.09'
299.98' PER D 1
L3
N87'51'12"W
280.09'
280.10' PER D 1
L4
N00'3928 "E
299.97'
300.09' PER D 1
20' RECORD REFERENCES
R1 RECORD OF SURVEY, R.S. 112/31-38
962.46 R2 PARCEL MAP N0. 24737, P.M. 177/85-86
N8859'56'E 982.47' D1 GRANT DEED, INST. N0. 1994-181561
982.56' (R2) 12 REC. 5/02/1994 O.R.
ESTAB. BY RECORD D2 GRANT OF DEED, INST. N0. 2019-0326302
Q) DISTANCE PER D2 RFr R /t -4 /f)m a n Q
N
poli, 9a7/85=86
SOUTH LINE OF
SE 4 SECTION 72
N88'59'43"E 1795.23'
1795.26' (R1)
RIDER STREET
THE S COR.
SECTION 12, T4S, R4W
�-- SEE DETAIL
i A HEREON
STATEMENT OF PURPOSE0
:
THE PURPOSE OF THIS SURVEY IS TO CONFORM TO THE
REQUIREMENTS OF SECTION 8762 (b)(5) OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, TO ESTABLISH THE BOUNDARIES OF
GRANT DEED DOCUMENT N0. 2019-0326302 REC. 08/23/2019 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA.
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
DP HARVILL LLC, A CALIFORNIA LIMITED LIABILITY COMPANY IN
NOVEMBER, 2022.
DATE: 1111115/15 ZC% Z.5
ADAM K. KORTA 9599
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
PAR EL(S).
DAVID McMILtAN, COUNTY SURVEYOR
L.S. 8488
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PRO SSIONAL LAND SURVEYORS' ACT THIS _.5�3 DAY OF
M .�__' 2023
DAVID McMILLAN, COUNTY SURVEYOR
L.S. 8488
MONUMENT NOTES:
40 INDICATES FOUND MONUMENTS AS NOTED.
LAND S
�� LF
ADAM KEITH
KORTA
►' N0. 9599
a�a3 -old 97 sl
nri9i�►a�
RECORDER'S STATEMENT
FILED THIS AY OFtAAA20 2*3 AT
10*0zi .M. IN BOOK RECORDS OF
SURVEY, AT PAGE iT , AT THE REQUEST OF
THEOUN1Y SUV 0� .���
N0. n % 'l�.L
FEE
PETER ALDANA, COUNTY ASSESSOR -CLERK RECORDER
BY: A , DEPUTY
wr
MONUMENT NOTES (CONT.):
9Q FOUND 1 1/2" IRON PIPE WITH TACK, TAGGED "MWD LS
6985", DOWN 1.0' IN DIRT, ACCEPTED AS THE SOUTH
EASTERLY CORNER OF D1 PER R1..
10 FOUND 1 1/2" IRON PIPE WITH TACK, TAGGED IS 6985"1
DOWN 3.0' IN DIRT, ACCEPTED AS THE NORTHEASTERLY
CORNER OF D1 PER R1.
11 FOUND REBAR WITH PLUG TAGGED "LS 8898", NO REF.,
FLUSH IN DIRT, ACCEPTED AS THE NORTHEASTERLY
CORNER OF D2.
FOUND REBAR WITH PLUG TAGGED "LS 8898, NO REF., UP
0.1' IN DIRT, ACCEPTED AS THE SOUTHEASTERLY CORNER
OF D2.
s>oI ..�
rF OF CA4�F�BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM OF 1983 (CA83-Vl) ZONE VI, RELATIVE TO
THE NORTH AMERICAN DATUM OF 1983 (NAD83) 2017.50 EPOCH,
BASED LOCALLY ON CONTINUOUS GPS STATIONS (CGPS)
REFERRED TO AS "PPBF" AND "MLFP", THE BEARING BEING
NORTH 53620'18" WEST, BASED ON POSITIONS PUBLISHED IN THE
CALIFORNIA SPATIAL REFERENCE CENTER.
No. 8488
Exp. 12/31/24
0 INDICATES SET 1" IRON PIPE TAGGED "PLS 9599", DOWN 0.4' IN DIRT OR FLUSH
IN ASPHALT.
1 FOUND SPIKE AND WASHER TAGGED "MAG" ON SPIKE, FLUSH WITH ASPHALT,
ACCEPTED AS THE CENTER j CORNER SEC. 12 T4S R4W & THE C INTERSECTION
OF CAJALCO ROAD AND PATTERSON AVENUE PER R1.
2� FOUND 1" IRON PIPE WITH MAG NAIL, FLUSH WITH ASPHALT, ACCEPTED AS THE
INTERSECTION OF CAJALCO ROAD AND HARVILL AVENUE PER R1.
3 FOUND 1-1/2" COPPER CAP STAMPED "RIV CO SUR 226+18-69 EC", FLUSH IN
ASPHALT, ACCEPTED AS THE EC OF HARVILL AVENUE PER R1.
4 FOUND 1-1/2" COPPER CAP TAGGED, "RIV CO SURV 222+99.41 BC", FLUSH IN
ASPHALT, ACCEPTED AS THE BC OF HARVILL AVENUE PER R1.
5 FOUND 1--1/2" COPPER CAP TAGGED "RIV. CO. SUR. C INT.", DOWN 0.1' IN
ASPHALT, MONUMENT BEING S19'20218"E 4.16 OF SECTION LINE PER R1.
FOUND 1 " IRON PIPE WITH TACK, ILLEGIBLE, DN 1.4' IN ASPHALT, ACCEPTED
AS THE INTERSECTION OF RIDER STREET AND PATTERSON AND THE S j CORNER
OF SEC. 12 PER R1.
FOUND 1" IRON PIPE WITH MAG NAIL, FLUSH IN ASPHALT, ACCEPTED AS THE
GRAPHIC SCALE CENTER SOUTH j CORNER OF SEC. 12 T4S, R4W PER R1.
0 100 200 400
FOUND REBAR WITH PLUG TAGGED IS 8898", NO REF., DOWN 1.0' IN DIRT,
ACCEPTED AS THE SOUTH WESTERLY CORNER OF D1.
( IN FEET )
1 inch = 200 ft:..
CONTINUOUS GPS STATIONS "PPBF"
NORTHING: 21248,987.64
FASTING: 61278,618.15
�
CONTINUOUS GPS STATIONS "MLFP"
NORTHING: 2,279,468.79
EASTING: 612379667.54
DATUM STATEMENT
THE COORDINATES SHOWN HEREON ARE BASED ON THE
CALIFORNIA COORDINATE SYSTEM OF 1983 (CA83-Vl) ZONE VI,
RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (2017.50
EPOCH)
ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED.
TO OBTAIN GRID, MULTIPLY GROUND DISTANCE BY A COMBINATION
FACTOR OF 0.9999248614
MAPPING ANGLE: -00'33'01.67" AT POINT N0.09
GPS CONTROL DIAGRAM
MAPPING ANTE AT
(-)00'33'01.67"
�F� o
(CGP
Co
� Fq • �c
2
PPBF, (CGPS)
N7'56'39"E 2679.88' _---- --�'-
(} N GROUND 85628E21543.54(GROUND)
s
NOT TO SCALE
RIV CO 22-209
,��,'` �•
445.25'
C!�
W
>
�'
o- C�
�
4
Ill'
L1
oI
�--
�
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N
W
E--
01
GRANT DEED INST. NO. 1992--287672
<
{NST. NO. 2019-0326302 REC. 8/4/1992, O.R.
CLN
REC. 8/13/2019, Q.R.
20' RECORD REFERENCES
R1 RECORD OF SURVEY, R.S. 112/31-38
962.46 R2 PARCEL MAP N0. 24737, P.M. 177/85-86
N8859'56'E 982.47' D1 GRANT DEED, INST. N0. 1994-181561
982.56' (R2) 12 REC. 5/02/1994 O.R.
ESTAB. BY RECORD D2 GRANT OF DEED, INST. N0. 2019-0326302
Q) DISTANCE PER D2 RFr R /t -4 /f)m a n Q
N
poli, 9a7/85=86
SOUTH LINE OF
SE 4 SECTION 72
N88'59'43"E 1795.23'
1795.26' (R1)
RIDER STREET
THE S COR.
SECTION 12, T4S, R4W
�-- SEE DETAIL
i A HEREON
STATEMENT OF PURPOSE0
:
THE PURPOSE OF THIS SURVEY IS TO CONFORM TO THE
REQUIREMENTS OF SECTION 8762 (b)(5) OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, TO ESTABLISH THE BOUNDARIES OF
GRANT DEED DOCUMENT N0. 2019-0326302 REC. 08/23/2019 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA.
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
DP HARVILL LLC, A CALIFORNIA LIMITED LIABILITY COMPANY IN
NOVEMBER, 2022.
DATE: 1111115/15 ZC% Z.5
ADAM K. KORTA 9599
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
PAR EL(S).
DAVID McMILtAN, COUNTY SURVEYOR
L.S. 8488
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PRO SSIONAL LAND SURVEYORS' ACT THIS _.5�3 DAY OF
M .�__' 2023
DAVID McMILLAN, COUNTY SURVEYOR
L.S. 8488
MONUMENT NOTES:
40 INDICATES FOUND MONUMENTS AS NOTED.
LAND S
�� LF
ADAM KEITH
KORTA
►' N0. 9599
a�a3 -old 97 sl
nri9i�►a�
RECORDER'S STATEMENT
FILED THIS AY OFtAAA20 2*3 AT
10*0zi .M. IN BOOK RECORDS OF
SURVEY, AT PAGE iT , AT THE REQUEST OF
THEOUN1Y SUV 0� .���
N0. n % 'l�.L
FEE
PETER ALDANA, COUNTY ASSESSOR -CLERK RECORDER
BY: A , DEPUTY
wr
MONUMENT NOTES (CONT.):
9Q FOUND 1 1/2" IRON PIPE WITH TACK, TAGGED "MWD LS
6985", DOWN 1.0' IN DIRT, ACCEPTED AS THE SOUTH
EASTERLY CORNER OF D1 PER R1..
10 FOUND 1 1/2" IRON PIPE WITH TACK, TAGGED IS 6985"1
DOWN 3.0' IN DIRT, ACCEPTED AS THE NORTHEASTERLY
CORNER OF D1 PER R1.
11 FOUND REBAR WITH PLUG TAGGED "LS 8898", NO REF.,
FLUSH IN DIRT, ACCEPTED AS THE NORTHEASTERLY
CORNER OF D2.
FOUND REBAR WITH PLUG TAGGED "LS 8898, NO REF., UP
0.1' IN DIRT, ACCEPTED AS THE SOUTHEASTERLY CORNER
OF D2.
s>oI ..�
rF OF CA4�F�BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM OF 1983 (CA83-Vl) ZONE VI, RELATIVE TO
THE NORTH AMERICAN DATUM OF 1983 (NAD83) 2017.50 EPOCH,
BASED LOCALLY ON CONTINUOUS GPS STATIONS (CGPS)
REFERRED TO AS "PPBF" AND "MLFP", THE BEARING BEING
NORTH 53620'18" WEST, BASED ON POSITIONS PUBLISHED IN THE
CALIFORNIA SPATIAL REFERENCE CENTER.
No. 8488
Exp. 12/31/24
0 INDICATES SET 1" IRON PIPE TAGGED "PLS 9599", DOWN 0.4' IN DIRT OR FLUSH
IN ASPHALT.
1 FOUND SPIKE AND WASHER TAGGED "MAG" ON SPIKE, FLUSH WITH ASPHALT,
ACCEPTED AS THE CENTER j CORNER SEC. 12 T4S R4W & THE C INTERSECTION
OF CAJALCO ROAD AND PATTERSON AVENUE PER R1.
2� FOUND 1" IRON PIPE WITH MAG NAIL, FLUSH WITH ASPHALT, ACCEPTED AS THE
INTERSECTION OF CAJALCO ROAD AND HARVILL AVENUE PER R1.
3 FOUND 1-1/2" COPPER CAP STAMPED "RIV CO SUR 226+18-69 EC", FLUSH IN
ASPHALT, ACCEPTED AS THE EC OF HARVILL AVENUE PER R1.
4 FOUND 1-1/2" COPPER CAP TAGGED, "RIV CO SURV 222+99.41 BC", FLUSH IN
ASPHALT, ACCEPTED AS THE BC OF HARVILL AVENUE PER R1.
5 FOUND 1--1/2" COPPER CAP TAGGED "RIV. CO. SUR. C INT.", DOWN 0.1' IN
ASPHALT, MONUMENT BEING S19'20218"E 4.16 OF SECTION LINE PER R1.
FOUND 1 " IRON PIPE WITH TACK, ILLEGIBLE, DN 1.4' IN ASPHALT, ACCEPTED
AS THE INTERSECTION OF RIDER STREET AND PATTERSON AND THE S j CORNER
OF SEC. 12 PER R1.
FOUND 1" IRON PIPE WITH MAG NAIL, FLUSH IN ASPHALT, ACCEPTED AS THE
GRAPHIC SCALE CENTER SOUTH j CORNER OF SEC. 12 T4S, R4W PER R1.
0 100 200 400
FOUND REBAR WITH PLUG TAGGED IS 8898", NO REF., DOWN 1.0' IN DIRT,
ACCEPTED AS THE SOUTH WESTERLY CORNER OF D1.
( IN FEET )
1 inch = 200 ft:..
CONTINUOUS GPS STATIONS "PPBF"
NORTHING: 21248,987.64
FASTING: 61278,618.15
�
CONTINUOUS GPS STATIONS "MLFP"
NORTHING: 2,279,468.79
EASTING: 612379667.54
DATUM STATEMENT
THE COORDINATES SHOWN HEREON ARE BASED ON THE
CALIFORNIA COORDINATE SYSTEM OF 1983 (CA83-Vl) ZONE VI,
RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (2017.50
EPOCH)
ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED.
TO OBTAIN GRID, MULTIPLY GROUND DISTANCE BY A COMBINATION
FACTOR OF 0.9999248614
MAPPING ANGLE: -00'33'01.67" AT POINT N0.09
GPS CONTROL DIAGRAM
MAPPING ANTE AT
(-)00'33'01.67"
�F� o
(CGP
Co
� Fq • �c
2
PPBF, (CGPS)
N7'56'39"E 2679.88' _---- --�'-
(} N GROUND 85628E21543.54(GROUND)
s
NOT TO SCALE
RIV CO 22-209