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1F A PORTION OF THE NW 1/4
AL
SURVEYOR'S NOTES
THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE
NW 1/4 OF SEC. 3, T8S, R1 E, SBM, TAKEN ASN 89025131"W, PER
RS 118/33, RIVERSIDE COUNTY RECORDS.
0 -INDICATES MONUMENTS FD., AS NOTED.
Q -INDICATES 1" IP SET FLUSH &TAGGED RCE 19937, WITH PLASTIC PLUG, UNLESS OTHERWISE NOTED.
[ ] -INDICATES RECORD DATA PER RS 118133, UNLESS OTHERWISE NOTED.
( ) -INDICATES RECORD &MEAS. DATA PER RS 118/33 AND RS 150/58, UNLESS OTHERWISE NOTED.
{ } - INDICATES RECORD DATA PER DOC # 2018-0212701, REC. 05/25/2018.
(( )) - INDICATES RECORD DATA PER RS 54/70, UNLESS OTHERWISE NOTED.
FIELD SURVEY WORK WAS COMPLETED ON JUNE 4-612018.
COUNTY SURVEYOR'S NOTE
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF
THE DATE OF RECORDING OF THIS RECORD OF SURVEY
LAND
THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS
PROVISIONS OF THE
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IN COMPLIANCE WITH THE
SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH
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SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE,
AND RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL
Lj No 8488
SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
c�Exp. 12-31-' 8,e�.
LEGALLY CREATED AND THEREFORE MAY NOT BE A
BUILDABLE PARCEL.
C�`�Q
DAVID L. McMILTRN, COUNTY SURVEYOR
L.S. 8488 EXPIRESi 12-31-18
/1 1 50 100 200 400
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SHEET 1 OF 1 SHEET
SURVEYOR'S STATEMENT
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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 GENDONG CRESS IN JUNE 2018.
41
ALVI J. KRANZ RCE 19937 EXP. 9/30/19
W Q No. c 19937
Exp. 9-30-2019 �
COUNTY SURVEYOR'S STATEMENT �srOF
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THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS 10_ DAY OF t0g;, 2018.
DAVID L. McM I LLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 12-31-18
SCALE: 1 _ 100' BASIS OF BEARINGS
3 3 34� ((N 89'25'03" W 2687.03')) (N 89'25'31 " W) [2686.38'] 2686.04'
� 3
I
FD. 2 IP FL WITH LS 6153 TAG
PER RS 54/70 & RS 118/33
ACCEPTED AS NW SEC. COR.
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SET 5/8" REBAR FLUSH &
TAGGED WITH PLASTIC
CAP STAMPED RCE 19937
FD. 14" X 10" X 6" ROCK WITH LS 2501 TAG
IN TOP PER RS 54170&RS 118/33
4 3 ACCEPTED AS W 1/4 COR., SEC. 3
{2015.001}
N 89'25'31" W
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tic 3438
rxr~ 12311-18
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FD. 2" IP UP 12" WITH LS 2501 TAG
PER RS 118/33, RS 54/70 & PM 56/23
ACCEPTED AS N1/4 COR. SEC. 3
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SET 5/8" REBAR UP 2" &
TAGGED WITH PLASTIC
CAP STAMPED RCE 19937