rs165_0739
?,o2r- 0 I 1218
OCz
�
Qj Z SCOTT ROAD
o ca
m
� o � u+
SITE � � ciccarn �j STREET
0
KELLER RD
VICINITY MAP_
NOT TO SCALE
SURVEYOR'S NOTES
1 O INDICATES SET 1" I.P. PLASTIC PLUG L.S. 6359, FLUSH, UNLESS OTHERWISE NOTED.
2 • INDICATES FOUND MONUMENTS AS NOTED.
3 < > INDICATES RECORD AND MEASURED DATA PER GRANT DEED RECORDED 05/03/2022, AS INSTRUMENT NO.
2022-0207404, O.R. UNLESS OTHERWISE NOTED.
4
5
6
IN THE CITY OF MEN/FEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
REC01 of SURV Y
BEING A SURVEY OF PARCEL A, PARCEL B AND PARCEL C OF LOT LINE ADJUSTMENT NO.21-003, AS EVIDENCED BY DOCUMENT
RECORDED MAY 03, 20221NSTRUMENT NO. 2022-0207025 OF OFFICIAL RECORDS, LYING WITHIN SECTION 22, T 6S, R 3W, S.B.M.
DENNIS JANDA, INC. °� APRIL 2024
a 2
W li
� 30'
m N
m
POINT A
( } INDICATES RECORD AND MEASURED DATA PER PARCEL MAP 36597, PM 246/6-8 , INCLUSIVE.
[ ] INDICATES RECORD AND MEASURED DATA PER PARCEL MAP 8158, PM 31/50 UNLESS OTHERWISE NOTED.
{ } INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO.05016, RECORDED JUNE 23, 2006 AS INSTRUMENT
NO. 2006-0452652, O.R. UNLESS OTHERWISE NOTED.
7 {( )) INDICATES RECORD AND MEASURED DATA PER PARCEL MAP 8316, PM 32/94 UNLESS OTHERWISE NOTED.
8 [[ ]] INDICATES RECORD AND MEASURED DATA PER DEPARTMENT OF TRANSPORTATION MONUMENTATION MAP
204-954 UNLESS OTHERWISE NOTED.
9 {{ }} INDICATES RECORD AND MEASURED DATA PER PARCEL MAP 9886, PM 52/50-51 UNLESS OTHERWISE NOTED.
10 SFN = SEARCHED FOUND NOTHING
11 INDICATED ESTABLISHED BY RECORD ANGLE AND DISTANCE PER LOT LINE ADJUSTMENT NO.21-003 RECORDED
05/03/2022 AS INSTRUMENT NO. 2022-0207025 OF OFFICIAL RECORDS.
MONUMENT NOTES
1 FD 1" IP, W/NAIL & TAG, LS 7566, FLUSH PER PARCEL MAP 36597, PM 246/6-8, ACCEPTED AS CENTERLINE
INTERSECTION
2 FD 1" IP, W/NAIL & TAG, LS 7566, FLUSH PER PARCEL MAP 36597, PM 246/6-8, 0.28' NORTH OF LINE NOT ACCEPTED
3 FD 1" IP, TAG, LS 3365, PER PARCEL MAP 36597, PM 246/6-8, DN 18", 0.33' NORTH OF LINE NOT ACCEPTED
4 FD 1" IP, TAG, LS 3365, PER PARCEL MAP 8316, PM 32/94, DN 0.59, ACCEPTED FOR POSITION
5 FD OLD 3/4" I.P. TAG ILLEGIBLE, ACCEPTED FOR POSITION PER PARCEL MAP 9886, PM 52/50-51, FLUSH
6 FD 3/4" I.P. PLASTIC PLUG, ILLEGIBLE, DISTURBED, NO REFERENCE, ACCEPTED FOR POSITION PER PARCEL MAP
15711, PM 109/08
7 FD 1" I.P. NAIL & TAG, LS 7566 IN LIEU OF 1" I.P. TAG, LS 3365 PER PARCEL MAP 8158, PM 31/50, ACCEPTED AS
EASTERLY RIGHT OF WAY LINE OF ZEIDERS ROAD
8 FD 1" I.P. NAIL & TAG, LS 7566 IN LIEU OF 1" I.P. TAG, LS 3365 PER PARCEL MAP 8158, PM 31150
9 FD 1" I.P. NAIL & TAG, LS 7566 IN LIEU OF 1" I.P. TAG, LS 3365 PER PARCEL MAP 8158, PM 31/50, ACCEPTED AS
EASTERLY RIGHT OF WAY LINE OF ZEIDERS ROAD
10 FD 1" I.P. NAIL & TAG, LS 7566 IN LIEU OF 1" I.P. TAG, LS 3365 PER PARCEL MAP 8158, PM 31/50, ACCEPTED AS
EASTERLY RIGHT OF WAY LINE OF ZEIDERS ROAD
11 FD 2.5" BRASS CAP W/ CAL DOT PLASTIC PLUG PER RIV. CO. SURVEY MAP 204-955
12 FD 1" I.P. NAIL & TAG, LS 7566 PER PARCEL MAP 36597, PM 24616-8, ACCEPTED FOR POSITION
PPBF
N:2248987.060
I :6278618.650
i
Io
I0 2
� �o
O
I�
o
0
o w
o Iw
0 0
[] P01 NT "A" � � �
N:2175670.460 C'
I, 'N.
E:6279936.198 BILL
N:2154994.980
N-5§,°24_`56,� E:6313564.170
\ �� 39,475
.511
SI E
0065
6/
8 POINT "B" \ \��u'0
N :2174349.274 \
E:6279927.728
Ns, <00 ild j)
Z 09, \ \sts� �'ti
19
ce.o �a \ \
\\ PMOB
\\ N:2074153.070
CONVERGENCE ANGLE AT \\ E:6375547.490
POINT "A" = - 00030'31"
N.T.S.
POINT B
IN V In
THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH LOT LINE
ADJUSTMENT NO. 21-003 RECORDED ON 05/03/2022 AS INSTRUMENT NO.
2022-0207025 APPROVED BY THE CITY OF MENIFEE.
rCCI.. D/ LJ/ UD
22
27
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS I J � DAY OF 20 �L�, AT '1•V� 1. M.
IN BOOK 11&41C OF RECORDSW SURVEY, AT PAGE Ilk- , AT
THE REQUEST OF THE COUNTY SURVEYOR.
N0.1AWOO I I I Z I SI
FEE
PETER AL ANA, ASSESSOR -COUNTY CLERK RECORDER
BY: ("/r- ,DEPUTY
Nor
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT � �
THIS ld DAY OF �f� � , 20
- -_ - Np l LAIVp sly
DAVID L. MCMILLAN �G'
COUNTY SURVEYOR a pP �2
L.S. 8488 EXP 12-31-2026
No.8488
9TF F��
SURVEYORS STATEMENT OF CAO
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 OFJUNIPER
LDINGS IN MAY, 4.
ztloAllc, y��1P� IAN� S(i
DENNIS W. JANDA ATE t5 `i'�AYNF �L
L.S. 6359
a o y 0
No. 6359
OF CA\,\F��
STATEMENT OF PURPOSE
THE PURPOSE OF THIS RECORD OF SURVEY IS TO SET MONUMENTS FOR
LOT LINE ADJUSTMENT NO.21-003, AS EVIDENCED BY DOCUMENT
RECORDED MAY 03, 2022 INSTRUMENT NO.2022-0207025 OF OFFICIAL
RECORDS
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL
STATIONS "BILL", "PMOB", AND "PPBF" NAD 83(NSRS2011) EPOCH 2O10.00 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 0.999913464. CALCULATIONS ARE MADE AT POINT "A" WITH
COORDINATES OF: N:2175670.460, E: 6279936.198, USING AN ELEVATION OF
1561.094 FEET.
EST BY INTERSECTION
OF SOUTH LINE OF
PAR "A" OF
LLA 2006-0452652 AND
SECTION LINE
120
23
26
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
Cl
74038'37"
70.00'
91.19'
[Cl]
[74051'50"]
[70.001]
[91.461]
LINE TABLE
LINE BEARING LENGTH
L1
N05018'19"W
13.29'
<L 1 >
<N05018'20"W>
< 13.295
[[L 1 ]]
[[N 05018'20"W]]
[[13.29']]
L2
N79011'51 "W
41.05'
[L2]
[N79011149"W]
[41.04']
[L3]
[N89026100"W]
[103.42]
{141
{N89°26100"W}
{37.201}
[[L5]]
[[N89025156"W]]
[[66.22']]
GRAPHIC SCALE
0 60 120 240
( IN FEET
1 inch = 120 ft.
SEC. 22 - T. 6S - R. 3 W S.B.M.
TALC
360
Rl V CO 24-0212