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IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD QF .SURVEY
BEING A SURVEY OF PORTION OF LOT 12, IN BLOCK 13, OF THE LANDS OF
THE RIVERSIDE LAND AND IRRIGATING COMPANY SHOWN BY MAP ON FILE
IN BOOK 1, PAGE 70, OF MAPS
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
LOCATED IN SECTION 7, TOWNSHIP 3 SOUTH, RANGE 5 WEST, S.B.M.
TY THOMAS L.S. NO. 9309
DATE OF SURVEY: OCTOBER 2021
JOB NUMBER: 20576
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SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS_ DAY OF , 2023, AT
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m ?-.M-.IN-BOOK l(gsl RE ORDS OF SURVEY, AT
PAGE '� _, AT THE REQUEST OF THE COUNTY
SURVEYOR.
No.
FEE
PETER ALDANA, ASS SSOR-COUNTY CLERK -RECORDER
BY: ,DEPUTY
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KtUUKUINU UI- I hIb KtUUKU UI- SUKVtY I MAI I ht LHIVU brlUVVIV 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. THE
PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY
CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
BASIS OF BEARINGS;
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CENTERLINE OF JACKSON STREET BEING
NORTH 34000'00" WEST AS SHOWN ON THE MAP
RECORDED IN BOOK 36 PAGE 18 OF RECORDS OF
SURVEY, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY.
CURVE
DELTA
RADIUS
LENGTH
C 1
33'21 '49"
100.00'
58.23'
MOST WESTERLY CORNER LOT 12, BLOCK 13, M.B. 117.
33'23'03"
100.00'
58.27' R1 R4
C2
33'21'49"
100.00'
58.23'
- -
33'23'03"
- 100.00'
58.27 R1 R4
C3
33'2149"
133.00'
77.45'
"LS 8785", ACCEPTED AS CENTERLINE INTERSECTION OF JACKSON STREET
(3373*0310
133.00'
77.49' R 1
C4
3T21'49"
133.00'
39.01 '
AND GARFIELD STREET PER RECORD (R1).
(33'023'03"
1 133.00'
39.04' R 1
N 5 6'01 ' 2 4" E
N 55059943 is E R2
N 56-00'00" E R3
Rs 450/88
ti
P*
501 09 50"00
SCALE: 1 " = 50 '
(R3) - RS 46/88
(R4) - RS 51/65
(D1) - GRANT DEED
RECORDED JANUARY 24, 2003
DOC# 2003-0587199, OFFICIAL RECORDS
MONUMENT AND
ESTABLISHMENT NOTES:
1
FOUND 4 PUNCH MARK'S ON SEWER MANHOLE, RIM
PER (R1), ACCEPTED AS CENTERLINE INTERSECTION.
2
POINT OF BEGINNING PARCELS 1 & 2 OF (D1)
MOST WESTERLY CORNER LOT 12, BLOCK 13, M.B. 117.
IRS 27162
3
i
FOUND MAG NAIL, FLUSH, NO REFERENCE, ACCEPTED AS
CENTERLINE POINT OF TANGENCY OF WHEELER STREET PER (R4).
4
FOUND -PK NAIL -AND WASHER STAMPED "RIVERSIDE CITY ENGR"
PER CITY TIE NOTE 8730 AND (R2), FLUSH, ACCEPTED AS
CENTERLINE INTERSECTION.
5
FOUND 1.5" IRON PIPE, DOWN 0.3' PER CITY TIE NOTE 14029, NOWTAGGED
"LS 8785", ACCEPTED AS CENTERLINE INTERSECTION OF JACKSON STREET
AND MILLER STREET.
6)—
-SEARCHED FOUND NOTHING, ESTABLISHED AT RECORD ANGLE AND
DISTANCE FROM THE INTERSECTION OF JACKSON STREET
AND GARFIELD STREET PER RECORD (R1).
(D—TRUE
POINT OF BEGINNING PARCEL 1 OF (D1).
g
TRUE POINT OF BEGINNING PARCEL 2 OF (131)
g
FOUND 1.5" IRON PIPE, DOWN 0.3' PER CITY TIE NOTE 14029, NOW TAGGED
"LS 8785", ACCEPTED AS CENTERLINE INTERSECTION OF JACKSON STREET
AND MILLER STREET (FORMERLY "LAFAYETTE STREET").
I q
MIL L ER STREET
PARCEL MAP NO, 343u1
P,M, 217/8 s -B4
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE BOUNDARY
OF PROPERTY DESCRIBED IN THE GRANT DEED RECORDED
JANUARY 22, 2003 AS DOC# 2003-057199 OF OFFICIAL RECORDS, AND
TO COMPLY WITH SECTION 8762(B)(4) OF THE PROFESSIONAL LAND
SURVEYORS' ACT.
COUNTY SURVEYOR'S STATEMENT:
.THIS -MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESIONAL LAND SURVEYORS' ACT THIS � DAY OF
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'12023.
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0- � NO. 8488 Z 0
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488, EXP. 12-31-24 OF
700.32'
(700.341 R2
(700.241 R3 4
SURVEYOR'S STATEMENT:
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THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION IN ��pJ. SAND
CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT AT THE
REQUEST OF CUSHMAN &WAKEFIELD, IN OCTOBER,
2021. aNo. 09
2.013
N T46MAS DATE
L.S. NO. 9309 RIV CO 22-015