rs164_069aosy.oz8-77Qf3
9
SURVEYORS 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 EASTERN MUNICIPAL WATER
DISTRICT IN NOVEMBER, 2020.
9 e�2�t�►
J#,N!R-.EDUQUETTE tLy 7566 DATE:
I
COUNTY SURVEYORS STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 012JE PROFESSION L LAND
SURVEYORS ACT THIS DAY OF rE �
2024.
DAVID L. MCMILLAN, PLS 8488
COUNTY SURVEYOR
EXP. 12/31/2024
LA#p sG
�c�5'o�� R. DUQ�Fr� 9`�0
L. S. 7566
sl ���
OF C \�
LNyp
mc
* $ No.
8488
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 SECTIION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE
PAREL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND
THERERFOR MAY NOT BE BUILDABLE PARCEL(S).
DAVID L. MCMILLAN, PLS 8488
COUNTY SURVEYOR
EXP. 12/31/2024
THE PURPOSE OF THIS SURVEY IS TO MONUMENT LAND CONVEYED TO
EASTERN MUNICIPAL WATER DISTRICT PER THE LAND EXCHANGE
AGREEMENT BETWEEN EASTERN MUNICIPAL WATER DISTRICT AND BEAZER
HOMES SIGNED JULY 20s 2017. THIS DOCUMENT IS UNRECORDED.
MONUMENT NOTES:
�} - INDICATES SET 1 is IP "LS 7566" FLUSH.
0 - INDICATES SET L&T "LS 75669' FLUSH.
0 INDICATES FOUND MONUMENT AS NOTED BELOW.
FD. 1 to IP W/PLASTIC PLUG, "RCE 22428" IN WELL MON, DN 1.0 FT.
IN LIEU OF BRASS DISK PER R4.
FD. L&T ON TC "RCE 22428", FLUSH, NO REFERENCE,
ACCEPTED AS POINT ON SECTION LINE.
FD. 1 OR IP W/NAIL & TAG "RCE 22428" IN WELL MON, DN 1.0 FT.
IN LIEU OF BRASS DISK PER R4.
FD. 1 99 IP W/PLASTIC PLUG, "RCE 22428" IN WELL MON, DN 1.0 FT.
IN LIEU OF BRASS DISK PER R4.
FD. 1 ti IP W/PLASTIC PLUG, "RCE 22428" IN WELL MON, DN 1.0 FT.
IN LIEU OF BRASS DISK PER R4.
FD. 0.75 is IP W/OPEN SET MAG NAIL, FLUSH. UP 0.6 1 PER Rl.
FD. 1 it IP W/PLASTIC PLUG, "LS 5022"1 NO REFERENCE, ACCEPTED
AS NE COR PARCEL 2, PM 34411, PMB 217/67-72.
REFERENCES:
Rl = TRACT MAP NO. 32835, M.B. 409/24-30.
R2 = GRANT DEED RECORDED 3/20/1991, INST. NO. 90915 O.R.
R3 = GRANT DEED RECORDED 9/29/2017, INST. NO. 2017-0404205 O.R.
R4 = TRACT MAP NO. 36933, M.B. 460/6-24.
0
NOTES*
QA ORIGINAL PARCEL RECORED 3/21/1991, INST. NO. 90915 O.R.
OB ADDITIONAL PARCEL RECORDED 9/29/2017, INST. NO. 2017-0404205 O.R.
FINAL CONFIFIGURATION PER LAND EXCHANGE AGREEMENT BETWEEN
EMWD AND BEAZER HOMES SIGNED 7/20/2017. (UNRECORDED)
DO = SFN, ESTABLISHED BY HOLDING RECORD ANGLE AND DISTANCE PER R3.
€ � = STREET NAME LISTED PER Rl
< > = STREET NAME LISTED PER R4
IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD OF SURVEY
BEING A PORTION OF SECTION 3, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO
MERIDIAN IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, CALIFORNIA.
I N T E R N A T 1 0 N A L
JANUARY 2021
DATA TABLE I
@
BEARING/DELTA
RADIUS
LENGTH
1
N00*28'02"E
-
2.50'
{N00007'01"E
-
2.50' R3)
2
N55040'16"E
-
23.74
(N55019'15"E
-
23.74' R3)
3
24041112"
40.50'
17.45'
(24041'30"
40.50'
17.45$ R3)
4
N00034$09'$E
-
24.97$
F
{N00003'59"E
125.00' R3])
----------- a
ZE'ET 1 OF 1 SHEETS
RECORDER'S STATEMENT
F I LED TH I S .2 4Hft DAY OF 31OW htV , 2024
AT �I..�� -&. M. IN OOK I Le14OF RECORDS OF
i
SURVEY, AT PAGE AT THE REQUEST OF THE
COUNTY SURVEYOR.
FEE: f f)v 00
NO. q0,q_Ll -0-t8'7798
PETER ALDANAR ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
SFN EST AT REC �\
DIST OF 17.12'PER
PMB 217/67-72. 17.12!
•
41SCALE: 1"=40' (Do LO 0
cp 00
0146 Q Ma.
(br-33 0 N 00
0.00 Z
R=l 20 RI AW
L �705-73 11)
0
&__33 411 349(N89 111 Op�'59"W 194.53' F 1)
00 N89 31'58"W 194.14
CIL EUCALYPTUS
R-1 . ...................................... 0 0
L 05.66 0 - Lo
�-71 SFN
LO 04 0 0
ry 00
00
0
0 (N89oZ 052'59 109z
109-18' R3)
N89031'58"W
109-18'
112 mmmmmmmmmm��
boo q)- 1 2
No 0 b -, 70.00' SEE DETAIL
ro q;� D N89025'51"
s4' "� I %%%. --- /**�BELOW
70.00
0 N89 56 ' 01 " W R3)
'<0lb 'ro 70. 00
L�°` ww 0 N89 53'30 R2) - Cr-
B oft
0 00 0 ft
LLJ 33 of 04. 0 �O"
- LLJ ft .0
0 n N 0 0
36 '�4 > p NA 00 /6
.':t W oV- 0
106 h,60 zr. o 0 QD.F*4 ft ft
N89013'58.00"W
94.126
CONTROL STATION "MLFP" "I; , GRID
N: 2279468.18 lll'b9oo 0
1, 00
E: 6237668.04
G"
,gyp Z2
(EPOCH 2010.00) A\
& 0
tk
A:)
7 tk
0 tk
0
0 056
0 v
"CK
CONTROL STATION "MAT2lo
N: 2257426.52
E: 6201390.12
(EPOCH 2010.00)
N85027122,9191 E
147,812.4081 GRID
CONTROL STATION 'OP58499
N: 2269135.97
E: 6348737.99
(EPOCH 2010.00)
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE
SYSTEM 1983, ZONE 6, 2010-00 EPOCH, BASED LOCALLY ON CONTROL STATIONS "P584"Ro "MAT2"
AND "ML.FP", NAD 83 (NSRS2011) 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.
THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES, TO OBTAIN GRID DISTANCE
MULTIPLY GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99993026.
CALCULATIONS ARE MADE AT POINT 110 WITH COORDINATES OF N: 2285909.278
F-:6278741.763, USING AN ELEVATION OF 1761.97.
CONVERGENCE ANGLE IS -0030*45-24".
11.42!
N89031'58"W
---a- 109.18--
1.87' (1.72' R1/R3)
--We- 70. 00 1
N89*25'51"W
-DETAIL
NOT TO SCALE
00
"t
w
0')
O
0
0
0
z
<CAPROCK WAY>
€QUARRY TERRACE DRIVE
SFN
R I V CO 21-039