rs158_086BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS
SURVEY IS NORTH 89039'16" EAST ALONG
THE CENTERLINE OF EAST FLORIDA
AVENUE AS SHOWN ON THE MAP
RECORED IN BOOK 4, PAGE 98 OF PARCEL
MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY.
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PURPOSE OF SURVEY.-
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THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE
BOUNDARY OF THE GRANT DEED RECORDED JANUARY
11, 2017 AS DOC# 20179-0012763, OF OFFICIAL RECORDS,
AND SHOW THE EFFECT OF THE GRANT DEEDS TO THE
CALIFORNIA DEPARTMENT OF TRANSPORTATION
RECORDED AUGUST 28, 2019 AS DOC#'S 2019-0333367
AND 2019-0333368, BOTH OF OFFICIAL RECORDS.
IN THE CITY OF HEMET, COUNTY OF RIVERSIDE,
ESTABLISHMENT NOTES:
STATE
OF CALIFORNIA
E�
SEARCHED, FOUND NOTHING,
RECORD
OF
SURVEY
( ii
ESTABLISHED BY SINGLE PROPORTION
T 3 WAS
ETERLY ISWGFE
NE OTHE S_ FT 1/2 OORE
MB 29/60
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N
N
E
ES ABLSSHED BYTHE
PROPORTIONF T DFED
DEVONSHIRE AVENUE
N 89"41114's E
660.21' (660' R5)
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H0160 �R�649
BEING A SURVEY OF A PORTION OF LOT 3 IN BLOCK 142 OF THE LANDS OF THE
HEMET LAND COMPANY, SHOWN BY MAP ON FILE IN BOOK 1 PAGE 14 OF MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
LYING WITHIN SECTION 11, TOWNSHIP 5 SOUTH, RANGE 1 WEST, S.B.M.
BLAKE KERBS, PLS 9196
DATE OF SURVEY: FEBRUARY 2022
JOB NUMBER 21017
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N 89'41'12" E 660.12' (660' X21)
330.06' 330.06'
- - - - - - - - - - - - - -
M4 p&[2@ M F�
[:o(D@# a�g)� � X19 gon E2
[2m(DOXffomlo Q)R /�l 09R J
150.00'
JRN
= N89'o0 � � RNv LINE PER 627.4
I I M.B. 1114
183.00' Ln
330.24' L 330.23'
660.47' (660' 135)
N 89"3913719 E
FLORIDA AVENUE
(BASIS OF BEARINGS)
CIVIL ENGINEERS
1320.41' (1320' R5)�
660.20' (660.15' R3)
(660' R5)
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660.47'
(660.44
(6601)
E1 R5)
1320.94' (132Q' R5)-_,'`�
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LANGUAGE CONTAINED WITHIN PARCEL 1 OF DOC# 329117
OF OFFICIAL RECORDS, RECORDED SEPTEMBER 1, 1992
IS ESTABLISHED, AS WRITTEN, A GAP BETWEEN THE
SUBJECT PARCEL OF THIS SURVEY AND SAID DEED WOULD
EXIST RANGING FROM 0.06' AT THE NORTHERLY TERMINUS
OF COURSE L1 AND 0.01' AT THE SOUTHERLY TERMINUS OF
COURSE L1. CONSIDERING THE NOMINAL MEASUREMENTS
OF LOT 31 IN BLOCK 142, M.B. 1/14 ARE 660' X 660' AND RIGHT
ANGLES, IT IS MY OPINION THE INTENT OF DOC# 329117 WAS
TO EXTEND TO THE EASTERLY LINE OF THE WEST 1/2 OF LOT3.
MONUMENTNOTES:
M1 FOUND PK NAIL AND CALTRANS WASHER DOWN
0.2' PER CR 2020-0643
M2 FOUND 1" IRON PIPE TAGGED "LS 5007" DOWN 0.2'
PER CR; 2020-0645
M3 FOUND 1" IRON PIPE TAGGED "LS 6007" DOWN 0.2'
PER CR 2020-0646
FM4FOUND LEAD, TACK AND TAG "LS 2381 ", NO RECORD,
ACCEPTED AS THE NORTHWEST CORNER OF LOT 3
M5 FOUND CONCRETE NAIL AND TAG "LS 6095" PER
CR 2020-0645, FLUSH IN PAVEMENT, ACCEPTED AS
THE CENTERLINE OF BLOCK 142
M6 FOUND 1-1/4" IRON PIPE WITH ILLEGIBLE TAG DOWN
1.71, ACCEPTED AS 1-1/4" IRON PIPE TAGGED
"RCE 12116" PER (R2)
M7 FOUND 1" IRON PIPE, NO TAG DOWN 0.60 ACCEPTED
AS 1" IRON PIPE "RCE 12116" PER (R2), SET TAG "PLS 9196"
M8 FOUND 3/4" IRON PIPE, TAG GONE, ACCEPTED AS THE
NORTHWEST CORNER OF PARCEL 4 OF (R1), SET TAG "PLS 9196"
M9 FOUND, 2" BRASS DISK IN WELL STAMPED "CALF DEPT
OF TRANSPORTATION REPL NAIL & TAG 2001" PER
CR 2020-0312, DOWN 0.6'
REFERENCES:
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SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS WV% DAY OF W t 2022, AT
Lt V.M. IN BOOK R ORDS OF SURVEY, AT
PAGE 46 (+f , AT THE REQUEST OF THE COUNTY
SURVEYOR.
No. UZI' OPI(-1 113'
FEEVT
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
10
BY: DEPUTY
(R1) -
PMI 4/98
(R2) -
PARCEL MAP NO. 10310
L1
PMI 49/85-86
(R3) -
PILL'S MANOR
100.00'
MB 29/60
(R4) -
PARCEL MAP NO. 22865
E
PM 155177-78
(R5) -
HEMET LAND CO
00' 17'22"
MB 1 /14-15
(D1) -
GRANT DEED
N
RECORDED 8/28/2019
E
DOC3 2019-0333367, O. R.
(D2) -
GRANT DEED
00' 17$22"
RECORDED 8/28/2019
110.60'
DOC3 2019-0333368, O.R.
(D3) -
GRANT DEED
E
RECORDED 11/26/2014
L6
DOC# 2014-0454677, O. R.
(D4) -
INDIVIDUAL GRANT DEED
143.00'
RECORDED 4/6/1981
N
DOC# 60404, O. R.
W
150.00'
W
E
80' 0' � 80' 160'
SCALE: 1" = 84'
LINE
BEARING
DISTANCE
L1
N
00' 17'03"
W
100.00'
L2
N
89'41 ' 12"
E
147.00'
L3
N
00' 17'22"
W
100.00'
L4
N
89' 4V1 2"
E
140.00'
L5
N
00' 17$22"
W
110.60'
N
00'06'33"
E
110.33' D1
L6
N
89'39'37"
E
143.00'
L7
N
00417'22"
W
150.00'
L8
N
89"41$12"
E
33.00'
L9
N
89'41' 12"
E
32.77'
L10
N
89' 4V1 2"
E
40.00'
Ll 1
N
89' 41 ' 12"
E
33.00'
L12
N
89'41' 12"
E
7.00'
N
89'55'47"
E
7.00' D2
L13
S
00'17'22"
E
81,56'
S
00'06'37"
E
81.56' D2
L14
S
46'48'24"
E
2.77'
S
46024'25"
E
2.77' D2
L15
S
00'17'22"E
37.49'
5
00'06'37"
W
37.49' D2
L16
S
46'00'49"
W
2.78'
S
46042$48"
W
2.77' D 2
L17
S
00'17'22"
E
21.12'
S
00'06'37"
W
21.14' D2
L18
N
89'41' 12"
E
140.00'
L19
N
89' 41'12"
E
7.00'
N
89'55'47"
W
7.00' DZ
COUNTY SURVEYOR'S STATEMENT.-
THIS
MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF
IQ U Gl , 2022. �O Wap SG
J � 13
0
DAVID L. MCKIILLAN, COUNTY SURVEYOR
E`'� 12-31-22P.L.S. 84889 EXP. 12-31-22
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. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY
CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL.
I* -
DAVID L. McMILLAN, COUNTY SURVEYOR V1 1231,= �
P.L.S. 8488
�t
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 JDM FUNDING CORPORATION, IN
FEBRUARY OF 2022.
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BLAKE KERBS DATE--- a�
PLS 9196 CAU
RIV CO 22-045