rs161_010BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 89049'30"
WEST ALONG THE CENTERLINE OF PALMYRITA AVENUE AS
SHOWN O -N THE MAP RECORDED IN BOOK 6, PAGE 54 OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY.
SEC 12
SEC 13
REFERENCES:
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(R 1) -
P.M. 6/54
(R2) -
P.M. NO. 31914
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P.M. 212/39-40
(R3) -
R.S.B. 21/30
(R4) -
P.M. NO. 21220
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P.M. 139/43-44
(R5) -
PARCEL MAP NO. 28709
L3
P.M. 192179-80
(R6) -
CR 11-0845
W
SEC 7
IN THE CITY OF RIVERSIDE, COUNTY OFRIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SUR VE Y
BEING A SURVEY OF A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN
BERNARDIN4 MERIDIAN, BEING MORE PARTICULARLY DESCRIBED IN THE GRANT
DEED RECORDED APRIL 8,2020 AS DOC# 2020-0157956, OF OFFICIAL RECORDS, IN
THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
JEFFERY L. MAYS, PLS 6379
DATE OF SURVEY: OCTOBER 2021
JOB NUMBER: 20607
JRN GIVIL ENGINEERS
PALMYRITA
/
N 89'49130" W (N 89'50300" W R2)(N 89'55'30" W R3)
646.53' E3
SEARCHED,
FOUND
NOTHING
SEC 18
1
S
779.41'
647.41'
N 89'51 ' 45"
N 89'953'59'
34.55'
E3
R.O.W. EXCEPTION
PER DEED 2586.13' (2585.--2
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6 46.53' 1 q 4 nl
132.00'- 198.00' 316.53'
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CO'LUMBIAAVENUE
PURPOSE OF SURVEY.-
THE
PURPOSE OF THIS SURVEY IS TO COMPLY WITH
SECTION 8762(B)(4) OF THE PROFESSIONAL LAND
SURVEYORS' ACT.
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SHEET 1 OF 1
RECORDER'S STATEMENT
FI ED THIS � SDAY OF OVA , 2023, AT
M. IN BOOK �_ RE ORDS OF SURVEY, AT
PAGE _, AT THE REQUEST OF THE COUNTY
SURVEYOR.
N0.��3—DIW��2�
FEE
PETER AL ANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: t � ,DEPUTY
MONUMENT NOTES:
M1 FOUND PK NAIL, TAG GONE, FLUSH, FITS TIES PER
CITY OF RIVERSIDE TIE NOTE #13120, ACCEPTED
AS THE NORTHWEST CORNER OF SECTION 18,
T2S, R5W, S.B.M.
M2 FOUND 1" IRON PIPE WITH PLASTIC PLUG "LS 3018"
DOWN 9" IN WELL PER (R2), ACCEPTED AS THE
NORTH 114 CORNER OF SECTION 18.
M3 FOUND GEAR SPIKE AND RIVERSIDE CITY SURVEYOR
TAG, FLUSH, PER CR 11-0845
M4 FOUND GEAR SPIKE AND RIVERSIDE CITY SURVEYOR
TAG, FLUSH, PER CR 11-0845, ACCEPTED AS THE
SOUTHEAST CORNER OF THE NORTI EAST 1/4, OF
THE NORTHWEST 1/4 OF SECTION 18 PER (R3)
ESTABLISHMENT NOTES:
El SEARCHED, FOUND NOTHING, ESTABLISHED AT
RECORD ANGLE AND DISTANCE PER CR 2019-03611
TIES PER CIN TIE NOTE 290 ARE GONE
E2 SEARCHED, FOUND NOTHING, ESTABLISHED AT
RECORD DISTANCE PER CR 2019-031, ACCEPTED
AS THE WEST 1/16 CORNER OF SECTION 18,
TIES PER CITY TIE NOTE 2064 ARE GONE
UE3 SEARCHED, FOUND NOTHING, ESTABLISHED AT
MID POINT
COUNTY SURVEYOR'S STATEMENT.-
THIS
MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS o� 3
DAY OF , 2023.
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NO. 8488 Z O
DAVID L. MCMILLAN, COUNTY SURVEYOR �* *�
P.L.S. 84881 EXP. 12-31-24 tpj,
OF
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
5RONIN IN OCTOBER, 2021.
0�--1� 571y1Z3
JEFFERY L. MAYS
PLS 6379
DATE
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No. saw
SCALE: 1 = 120
RIV CO 21-395