rs160_0470 200 400 600 800
SCALE: 1"-200'
o�
0
cD
CONVERGENCE
ANGLE AT
POINT 'A " FOUND 1-1/4 INCH IRON
—000 1 '0185 " PIPE WI TH TA G "L S
3483" 0.5' ABOVE GRADE
PER R 1, R3 AND R4.
FOUND 7 INCH IRON
PIPE Wl TH TA G
ILLEGIBLE 7.0 BELOW
GRADE PER R2, R3
AND R4.
VICINITY MAP
NOT SHOWN AT SCALE
Q
SIT
ce_ W B OREL RD
cl_- WARREN RD -1
� 0
s
CITY OFA
,TEM E C U L A
/ LJV/VLJ /-// T // V lel l // \ V/ V / /I L rri i / i
PARTIAL TAG LS XX83 1.7' BELOW ROAD
SURFACE PER RI., R2, R3 AND R4 FOR
SOUTH 114 CORNER SECTION 12.
CONTROL EXHIBIT DETAIL
s
GLASS STATIC TIES ARE GRD DISTANCES AND NOT SHOWN AT SCALE.
SET 1/2 /NCH REBAR WITH ALUMINUM CAP "DANKEL LS
BILL PID: AF9684
„ 3�.�2.
4
R
w(,6
•
N 33 *34 41.66343 " 1 �1 g .
'52.51,386
FOUND MONUMENT AS NOTED.
N c�
INDICATES
W 1 17 03 1 .
W 116057"05.8596019.1
SURVEY AS SHOWN.
w
w
I
cQ�,6
INDICATES
� N
739.485 METERS
N 21154,994.96 USFT S'�j `3 ; _
USFT 6 �S'� �'
. n
o�
(R3)
CQ
I
E 6 J48,73 7.9 7 USFT
INDICATES
N
(D1)
INDICATES
RECORD DATA PER DEED 1970-74843 REC. 07/37/7970.
(D2)
INDICATES
0
w
POINT 'A
01. W
1 �
OF RIVERSIDE COUNTY UNLESS OTHERWISE NOTED.
0
0
SEE DESCRIPTION ABOVE
FOUND 7 INCH IRON
PIPE Wl TH TA G
ILLEGIBLE 7.0 BELOW
GRADE PER R2, R3
AND R4.
VICINITY MAP
NOT SHOWN AT SCALE
Q
SIT
ce_ W B OREL RD
cl_- WARREN RD -1
� 0
s
CITY OFA
,TEM E C U L A
/ LJV/VLJ /-// T // V lel l // \ V/ V / /I L rri i / i
PARTIAL TAG LS XX83 1.7' BELOW ROAD
SURFACE PER RI., R2, R3 AND R4 FOR
SOUTH 114 CORNER SECTION 12.
CONTROL EXHIBIT DETAIL
s
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN,
TERRASCRIBE INC.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS
SURVEY IS THE CALIFORNIA COORDINATE
SYSTEM, NAD83(201 1), EPOCH 2010.00,
ZONE 6, IN ACCORDANCE WITH THE
CALIFORNIA PUBLIC RESOURCES CODE
SECTIONS 8801-8819; AS DETERMINED
LOCALLY BY STATIC GNSS TIES TO CORS
STATIONS "BILL '; "P584 ""AND "P4 78 "
FURNISHED BY THE NATIONAL GEODETIC
SURVEY. SEE CONTROL EXHIBIT DETAIL
LEFT.
CONVERGENCE ANGLE A T POINT 'A "
-0°01'01.88"
DISTANCES SHOWN HEREON ARE
GROUND DISTANCES EXPRESSED IN US
SURVEY FEET. TO APPROXIMATE CCS83
GRID DISTANCES MULTIPLY THE
DISTANCES BY THE COMBINATION SCALE
FACTOR OF 0.99988985 COMPUTED AT
POINT ";4"' WITH ELLIPSOID HEIGHT
4 63.0 78 METERS.
APRIL 2022
FOUND 1-114 INCH IRON PIPE TOP
CRIMPED AND LEANING WES TERL Y, 0.41
BEL 0 W GRADE PER R 1.
CU T OFF CRIMPED END, INSER TED A 1 /2
INCH REBAR WITH 1-1 /2 INCH
A/ i Inlf/A// inlf rA P "n.4 Alwg-1 l� RS 9R "
V U/ / V / h
FOUND 1 INCH IRON PIPE Wl TH REMAINS OF
PLASTIC CAP, 0.3' BEL 0 W GRADE PER
RIVERSIDE COUNTY FIELD BOOK 1078 PAGE
185 AND PAGE 220 FOR SOU THEA S T
CORNER SECTION 12.
INSTALLED TAG "LS 8526 "
SURVEYORS NOTES
� _oo583ga l�
off,'
CmAA
SHEET 1 OF 7
RECORDER'S STATEMENT
FILED THIS __�� _ DAY OF
AT .L�Ctf_AM. IN BOOK __.1�� _______ RECORD OF SURVEYS, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
9� I B 38:
FEE:
PETER
� Q-------�-------
PEiER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
_ SEE
DETAIL
L E FT
78
O
GLASS STATIC TIES ARE GRD DISTANCES AND NOT SHOWN AT SCALE.
SET 1/2 /NCH REBAR WITH ALUMINUM CAP "DANKEL LS
BILL PID: AF9684
„ 3�.�2.
4
� �
P584 PID: DG9740
•
N 33 *34 41.66343 " 1 �1 g .
'52.51,386
FOUND MONUMENT AS NOTED.
N 33°5333.35703"
INDICATES
W 1 17 03 1 .
W 116057"05.8596019.1
SURVEY AS SHOWN.
ELLIPSOID HEIGHT. . �' -
I
ELLIPSOID HEIGHT. -
INDICATES
4 70.788 METERS .
739.485 METERS
N 21154,994.96 USFT S'�j `3 ; _
USFT 6 �S'� �'
. n
N 21269, 135.98 USFT
(R3)
E 6, 313, 564.16 -� .
/0;:?
I
E 6 J48,73 7.9 7 USFT
INDICATES
RECORD DATA PER PARCEL MAP BOOK 112 PAGES 8-9.
(D1)
INDICATES
RECORD DATA PER DEED 1970-74843 REC. 07/37/7970.
(D2)
INDICATES
RECORD DATA PER DEED 7975-72872 REC. 01/31/7975.
POINT 'A
01. W
1 �
OF RIVERSIDE COUNTY UNLESS OTHERWISE NOTED.
SEE DESCRIPTION ABOVE
N 33 034 '08.91088
W 1170 1 '51.90312 "
1 a' m
P478 PID: DG8350
ELLIPSOID HEIGHT:
N 1 � �
N 33°14'08.56044"
4 63.0 78 METERS
W 117004 ' 17.67684"
N 2, 151, 606.428 USFT
�''v-,1
ELLIPSOID HEIGHT.
E 6, 323, 74J.,321 USFT
7) I
c� 1
3 72.32 6 METERS
N 2, 030, 380.67 USFT
E 6, 310, 453.25 USFT
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN,
TERRASCRIBE INC.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS
SURVEY IS THE CALIFORNIA COORDINATE
SYSTEM, NAD83(201 1), EPOCH 2010.00,
ZONE 6, IN ACCORDANCE WITH THE
CALIFORNIA PUBLIC RESOURCES CODE
SECTIONS 8801-8819; AS DETERMINED
LOCALLY BY STATIC GNSS TIES TO CORS
STATIONS "BILL '; "P584 ""AND "P4 78 "
FURNISHED BY THE NATIONAL GEODETIC
SURVEY. SEE CONTROL EXHIBIT DETAIL
LEFT.
CONVERGENCE ANGLE A T POINT 'A "
-0°01'01.88"
DISTANCES SHOWN HEREON ARE
GROUND DISTANCES EXPRESSED IN US
SURVEY FEET. TO APPROXIMATE CCS83
GRID DISTANCES MULTIPLY THE
DISTANCES BY THE COMBINATION SCALE
FACTOR OF 0.99988985 COMPUTED AT
POINT ";4"' WITH ELLIPSOID HEIGHT
4 63.0 78 METERS.
APRIL 2022
FOUND 1-114 INCH IRON PIPE TOP
CRIMPED AND LEANING WES TERL Y, 0.41
BEL 0 W GRADE PER R 1.
CU T OFF CRIMPED END, INSER TED A 1 /2
INCH REBAR WITH 1-1 /2 INCH
A/ i Inlf/A// inlf rA P "n.4 Alwg-1 l� RS 9R "
V U/ / V / h
FOUND 1 INCH IRON PIPE Wl TH REMAINS OF
PLASTIC CAP, 0.3' BEL 0 W GRADE PER
RIVERSIDE COUNTY FIELD BOOK 1078 PAGE
185 AND PAGE 220 FOR SOU THEA S T
CORNER SECTION 12.
INSTALLED TAG "LS 8526 "
SURVEYORS NOTES
� _oo583ga l�
off,'
CmAA
SHEET 1 OF 7
RECORDER'S STATEMENT
FILED THIS __�� _ DAY OF
AT .L�Ctf_AM. IN BOOK __.1�� _______ RECORD OF SURVEYS, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
9� I B 38:
FEE:
PETER
� Q-------�-------
PEiER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
_ SEE
DETAIL
L E FT
78
O
INDICATES
SET 1/2 /NCH REBAR WITH ALUMINUM CAP "DANKEL LS
8526" AT
GRADE UNLESS OTHERWISE NOTED.
•
INDICATES
FOUND MONUMENT AS NOTED.
INDICATES
CORS STATION AND DATA FURNISHED BY NATIONAL
GEODETIC
SURVEY AS SHOWN.
CF..
CALCULATED FROM...
(R 1)
INDICATES
RECORD DATA PER RECORD OF SURVEY BOOK 54 PAGES
23-25.
(R2)
INDICATES
RECORD DATA PER PARCEL MAP BOOK 15 PAGE 48.
(R3)
INDICATES
RECORD DATA PER PARCEL MAP BOOK 92 PAGE 1.
(R4)
INDICATES
RECORD DATA PER PARCEL MAP BOOK 112 PAGES 8-9.
(D1)
INDICATES
RECORD DATA PER DEED 1970-74843 REC. 07/37/7970.
(D2)
INDICATES
RECORD DATA PER DEED 7975-72872 REC. 01/31/7975.
ALL
RECORDS
OF RIVERSIDE COUNTY UNLESS OTHERWISE NOTED.
BY: --�'� -- '-----------------� DEPUTY
PURPOSE
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE SOUTH HALF OF
THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN
BERNARDINO MERIDIAN, AS SHOWN ON BOOK 54 PAGES 23 THROUGH 25 OF RECORD
OF SURVEYS AND INTERESTS AS DESCRIBED IN INSTRUMENT NO. 74843 RECORDED
JULY 31, 1970 AND INSTRUMENT NO. 12812 RECORDED JANUARY 31, 1975 ALL
RECORDS OF RIVERSIDE COUNTY.
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 CHARLIE AND CARRIE PELTZER IN APRIL 2022.
�,A ND S�
LS 8526 'r �
JU
LS 8526 DATE * EXP. TIN L. DANKEL, �
EXPIRES 72/31/2024 J'� 72-37-24
Or CAO�
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS _0l_7_ DAY OF
2023.
DAVID L. MCMILLAN, COUNTY SURVEYOR
L. S. 8488
COUNTY SURVEYOR'S NOTE
\.- A N p SG�
-� No. 8488 �
*
Exp. 12-31-24
�F CAS-��/
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 664 7 0) 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
RIV. CO. 22-095