rs161_005IN THE UNINCORPORATED TERRITORY OF
THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
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STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PERIMETER
OF THE PROPERTY DESCRIBED AS "PARCEL E" PER TRUSTEE'S
DEED UPON SALE RECORDED DECEMBER 30, 2021 AS DOCUMENT
NO. 2021-0765509, OFFICIAL RECORDS OF RIVERSIDE COUNTY.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS `^ DAY OF MAY 2023
DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488 EXPIRES: 12-31-24
SEARCHED FOR WEST
1/4 COR. SEC. 19.
NOT FOUND. EST C/L
21ST AVE. PARALLEL
TO THE S' LY LINE LO
"E" AS SHOWN ON R5
N 00'04' 40"W 30.00'-
Lu
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rio�pL LAND
r(L MCMC` SG�G
* No. 8488 *
EXP. 12-31-24
��9TF OF CAP
O
EXAGGERATED FOR CLARITY
CORNER SECTION 19.
FD 3/4" I.P. W/ SPIKE IN
CENTER, TAG MISSING, UP
0.80'. HELD FOR THE
WESTERLY LINE OF THE 5
ACRE PROPERTY DEPICTED
ON R1. N00'13'26"E 0.21'
FROM CALCULATED POSITION.
w
LO
0
w
w
w
V
wr ^
W
FD 3/4" I.P. W/ SPIKE IN
CENTER, TAG MISSING, DN
3.0'. HELD FOR THE
WESTERLY LINE OF THE 5
ACRE PROPERTY DEPICTED
ON R1. N00'13'26"E 0.31'
r -r1 ^t 1 r% A I r%t 1 I A Trir% n ^r%i ri t
SURVEY Of -A PORTION Of - THE NORTHEAST QUARTER OF
SECTION 19, TOWNSHIP 3 SOUTH, RANGE 5 EAST, So B.M.
HILLWIG-GOODROW, INC. APRIL 2022__
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 AMAG, INC. IN APRIL OF 2022
NPL LAND
gjzot3 `'C-)o�,`
S OTT A. BROTCHIE, P.L.S. 9107
LICENSE EXPIRES 09/30/24 0- �
� No. 9107
SHEET I OF 1
RECORDER'S STATEMENT
FILED THIS __.%�_ DAY OF
IN B�00 - _��L 20� COR P.M.
F
SURVEY, AT PAGE � S, AT
THE REQUEST OF THE COUNTY
SURVEYOR
��
FEE: ��'�3-S�13b91�
�.�L_____ N0. •
PETER ALDANA, ASSESSOR -COUNTY
CLERK- RECORDER
BY: ��'�(�dLYC _DEPUTY
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 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).
EXP. 9-30-24 \Q.
F OF
SEARCHED, NOT FOUND. DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488
N89'54'29"W 2640.03' CS89'58'15"W 2639.80' R1. N89'54'43"W 2640.15' R2. N89'54'39"W 2640.07' R3i
�p ivivivuivic-iv OFIMF i, J.0 . NtLV rUK imr-
"� DISTURBED. COULD NOT EXAGGERATED WESTERLY LINE OF THE
w DETERMINE POSITION OF FOR CLARITY EAST 1/2 OF THE NW 1/4
0
MONUMENT. ESTABLISHED OF THE NE 1/4 OF SEC. 19.
i� BY PRORATION PER R1. N00'14'18'E 0.61' FROM
CALCULATED POSITION
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(NOT TO SCALE
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(80.29' R5) 0 N
79.77'
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40
I N89055'20"E 80.29' z
(79.73 R5)
�
N N89-54'59 "E
¢
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o m
789055'20"E 2584.39'
- 2636.59'
0
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2
t (N89 -46#310-'E R5) ,�
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N27' 16'58"W 69,993.88' (GROUND)
(2584.36 R5) '-`' -J
-J
N28'20'049OW 67,628.49' (GROUND)
w
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L1 54.65' (54.60 R5)
...
N L2 55.39 (55.429R5)
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IX
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54.95 (55.00 R5) /
0
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L4 N89'47'04"W /
z
54.94' (55.00' R5) /
SEARCHED, NOT FOUND. EST. BY
PROLONGATION OF 21ST AVE FROM THE
WEST BY RECORD DISTANCE OF 80.29
FEET. C/L 21ST AVE BETWEEN W1/4 COR
AND C1 /4 COR ESTABLISHED 30' N'LY AND
PARALLEL TO THE NORTH LINE OF PARCEL
1 PER R5. SEE DETAIL ABOVE FOR
ADDITIONAL INFORMATION
�N89'55'20"E 2584.3:R?5
N89'46'31 "E 2584.36'
N 45'00' 53" W 35.47' Lo
of
35.45' R 5 I (N45004'35v`W ) r*� MOO
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N (00
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Lo
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FD COPPERWELD
MONUMENT, STAMPED
"RIV CO SURV S19 S30
2000" DN 0.709
.
ACCEPTED AS THE
SOUTH 1/4 CORNER
SECTION 19
N00'05'01 "W 30.15'
N45'17'59"E 35.28'
(N44'55'16"E 35.26' R5)
FD NAIL & TAG IN
BOULDER, LS 4146, DN
1.5' BELOW GROUND
SURFACE PER R5
0
CONVERGENCE ANGLE AT
POINT 4 IS -00'08'01"
POINT #4
N-2269705.02
E-6487953.96
EL -750.47
1318.30 (1317.99 R1) 21ST AVENUI
N89'54'59"E 2636.59 (N89'47'55"E 2635.98' R1, N89046'14"E 2636.74' R5)
PM 1� Mscc
BASIS OF BEARINGS:
An
TIES TO PROJECT CONTROL
N (NOT TO SCALE
63
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19'
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corr�
W
N
w
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0
z
GRID TO GROUND
GRID TO GROUND SCALED AROUND POINT #4
GRID TO GROUND 1.0000286291
GROUND TO GRID 0.999971372
WIDC
CORS STATIONS
STATE PLANE, NAD 83, CALIFORNIA ZONE 6, GRID EPOCH 2017.50
COTD WIDC
o N-2210180.64 N-2283789.78
w Z 0 E-6520050.68 E-6518663.29
N 0- M SCG
N C7 Q
w N-2321745.63
m E-6441100.59
N U)
0 STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (GROUND,
�0-
Fn COTD WIDC
0 m N-2210178.94 N-2283790.19
0
E-6520051.59 E-6518664.17
z
M SCG
N-2321747.12
COTD E-6441099.25 RIV. CO. 22-093
(NOT TO SCALE
WIDC
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S69-3791 1 "W 32,746.29' (GROUND)
0
z
2
S65 -21'42"W 33,786.22' (GROUND)
3
N27' 16'58"W 69,993.88' (GROUND)
¢
N28'20'049OW 67,628.49' (GROUND)
COTD
N (NOT TO SCALE
63
3p �.
8
s 3s
19'
(oRo
vN�
1v
s.
'�• PROJECT
SITE
10&
6'
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G2
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0114
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LO
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co
N
w
w
w
0
e�
0
z
w
10
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corr�
W
N
w
0o
r�
0
z
GRID TO GROUND
GRID TO GROUND SCALED AROUND POINT #4
GRID TO GROUND 1.0000286291
GROUND TO GRID 0.999971372
WIDC
CORS STATIONS
STATE PLANE, NAD 83, CALIFORNIA ZONE 6, GRID EPOCH 2017.50
COTD WIDC
o N-2210180.64 N-2283789.78
w Z 0 E-6520050.68 E-6518663.29
N 0- M SCG
N C7 Q
w N-2321745.63
m E-6441100.59
N U)
0 STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (GROUND,
�0-
Fn COTD WIDC
0 m N-2210178.94 N-2283790.19
0
E-6520051.59 E-6518664.17
z
M SCG
N-2321747.12
COTD E-6441099.25 RIV. CO. 22-093