rs161_025IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD IC)F SURVEY
BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 2
SOUTH RANGE 1 WEST, SAN BERNARDINO MERIDIAN.
W � �
F= -
GROUP
CORONA, CA
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 BEAUMONT CHERRY VALLEY WATER DISTRICT IN APRIL, 2020.
SAND Sly
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J 70
VINCENT G. KLEPP LS 7181 DATE
HB (5/39
1 POINT A"
50'
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7181
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SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
APRIL 2020 s�
FILED THIS S DAY OF ,JU,� 2023
AT�,;�,AM. IN BOOK l! /
OF RECORDS OF SURVEY, AT PAGEAT THE
REQUEST OF THE COUNTY SURVEYOR.
No.,20o13-01cl14S2/
Vp-
FEE
PETER ALDANA, COUNTY ASSESSOR/CLERK/RECORDER
01 BY:,����'d_G�t21 �� DEPUTY
c000rY
� COUNTY SURVEYOR'S STATEMENT
O
• THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
POINT B"vv SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
J ACT THIS �_ DAY OF 2023.
30' N 89'59'10" E 1406.65' (N 89'31'50" E 1406.66'R1, 1406.43'R2) -
30' CHERRY VALLEY BLVD. (WOODLAND AVE
1315.67
i
N 68'0'43'E 43.17' ACCEPTED THE SOUTHERLY RIGHT OF
(N 68' 13' 17'E 43.15 R4) WAY OF CHERRY VALLEY BLVD PER O.R.
BOOK 230, PAGE 175, RECORDED APRIL
249 1935 OFFICIAL RECORDS OF
RIVERSIDE COUNTY.
i
(C -;l
C)
00
O
0
O
Lo
ACCEPTED AS THE EASTERY ��� vii ��/
RIGHT OF WAY OF
BEAUMONT AVENUE PER
O.R. BOOK 230, PAGE 175,
RECORDED APRIL 24, 1935
OFFICIAL RECORDS OF
RIVERSIDE COUNTY.
0�
Co
�/ NOTE: FLOOD CONTROL CHANNEL SHOWN
FOR INFORMATIONAL PURPOSES ONLY
PER R2.
SURVEYOR'S NOTES: ob
p INDICATES SET 1" IRON PIPE W/PLUG L.S. 71819 OR Lo
LEAD AND TAG L.S. 7181, OR SPIKE AND WASHER L.S. o
7181, FLUSH UNLESS NOTED OTHERWISE �
N
i� �� i� • INDICATES FOUND MONUMENTS AS NOTEDLo
W
(R1) INDICATES RECOft
RD DATA PER RECORD OF SURVEYLo
RECORDED IN BOOK 42, PAGES 31-41 0
i
(R2) INDICATES RECORD DATA PER RECORD OF SURVEY o
RECORDED IN BOOK 51, PAGES 88 THROUGH 98 z
i
(R3) INDICATES RECORD DATA PER PM 22620 RECORDED IN
BOOK 156, PAGES 1-3
(R4) INDICATES RECORD DATA PER FINAL ORDER OF
CONDEMNATION RECORDED SEPTEMBER 7, 1993 AS
�i INSTRUMENT N0. 350517, OFFICIAL RECORD OF
� RIVERSIDE COUNTY
i
i
z z
0 0
z 2
p U
50' 50 0 50 300 ACCEPTED AS THE
c� a
o NORTHERY RIGHT OF WAY
Scale 1 = 150
OF BROOKSIDE AVENUE PER
PIUI 22620
156 1-3
ROAD ABSTRACT N o. z/1101
CONVERGENCE ANGLE AT POINT "A; DATED APRIL 9, 19189
N-2296889.528 E-6341141.963 OFFICIAL RECORDS OF
=-0'23'59" RIVERSIDE COUNTY.
1271.14'
Mir
N 89'56 59 E 1320.16 N 89"29'40" E 1320.13'R3
BROOKSIDE AVE.
M B 16�97L6'�7
�1
DAVID L. MCMILLAN COUNTY SURVEYOR
LS 8488
MAI
J �
8488 ����P
OF CA\,\
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE
PERIMETER BOUNDARY OF THE BEAUMONT CHERRY VALLEY
WATER DISTRICT PROPERTY PER AMENDED FINAL ORDER
OF CONDEMNATION RECORDED AUGUST 8 2011 AS
INSTRUMENT N0. 2011-0347162. O.R..
# MONUMENT DESCRIPTIONS
\1
1 FOUND 1 " IRON PIPE W/NO TAG, DN 0.6' PER CR
15-0704. ACCEPTED AS CENTERLINE INTERSECTION AND
CENTER OF SECTION 27 PER R1 & R2.1 SET TAG LS
7181.
2 FOUND NAIL W/RIV, CO SURV. TAG FLUSH IN LIEU OF
TAG RCFC & WCD PER CR 15-0300, ACCEPTED
AS CENTERLINE INTERSECTION.
3 FOUND 1/2"' REBAR NO TAG, DOWN 0.2'. IN LIEU OF
3/4" ROD PER R2 & R3. ACCEPTED AS CENTERLINE
INTERSECTION.
FOUND 1" IRON PIPE, ILLEGIBLE DOWN 0.55'. IN LIEU
4 OF 1 "1 P TAGGED CO SURV. PER R3
ACCEPTED AS SOUTH QUARTER OF SECTION 27
PER R3.
PT "A" POINT "B"
N: 2296889.528 N: 2296889.871
E: 6341141.963 CHERRY VALLEY BLVD E: 6342548.451
1406.49 GRID
N 89'59' 10" E
/ cp 502
°' �' °' P600
0,1 X39' "c3`.•
N: 2258684.570
.0,/ ," E. 6573244.190
N •�
501
NOCO
N: 2280817.070
E: 6161339.180
� N 86'5528" W 41249
9.19 GRID z
� O
Cr
o,
m N„ �
BROOKSIDE ti C) L'
AVE s10
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loop� to
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1�, •�y C w
00
N
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16
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74O p
500
PIN 1
N: 2166429.310
E: 6498294.290
GPS CONTROL DIAGRAM
N.T.S.
SURVEYORS NOTES:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON NGS
CONTROL STATIONS "P60099, "PIN 1 ", AND "NOCO" NAD 83 (NSRS2011)
EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS
MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE
MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL
DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED
OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE
GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99988207.
CALCULATIONS ARE MADE AT POINT "A" WITH COORDINATES OF: N:
2,296,889.528, E: 6,341,141.963, USING AN ELEVATION OF 2786.41.
A INDICATES MONUMENT FOUND AS NOTED.
O INDICATES SET 1" IRON PIPE WITH PLUG L.S. 7181 FLUSH,
OR LEAD AND TACK WITH TAG L.S. 7181 IN CONCRETE, OR
SPIKE AND WASHER STAMPED "LS 7181" FLUSH IN ASPHALT.
0 INDICATES OPUS CORS STATION USED.
RIV. CO. 21-194 J.N. 20-022