pm259_058-061IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL MAP NO. 36612
BEING
A SUBDIVISION OF PARCEL MERGER
NO. 378, RECORDED JULY 24, 1987, INSTRUMENT NO.
2141022
O.R.,
IN THE SOUTHEAST QUARTER OF FRACTIONAL SECTION 36, TOWNSHIP 6 SOUTH, RANGE 4
WEST,
SAN
BERNARDINO MERIDIAN, IN THE CITY
OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
OWNER'S STATEMENT CSL ENGINEERING, INC.
DATE OF SURVEY: FEBRUARY
10, 2022
WE REBY STATE THAT WE ARE THE HEREON; THAT WE ARE ONLY NPERSON WHOERS OF THE SEDCONSENT INCLUDEDWITHINN
SHOWNTHE NECESSARY ITO SUBDIVISION
CLERK'S STATEMENT
A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF
THE CITY COUNCIL OF THE CITY OF
WILDOMAR, STATE OF CALIFORNIA, BY IT'S CITY CLERK HEREBY
THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE.
APPROVES THE PARCEL MAP NO. 36612 AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON
SHEET 1 OF 4 SHEETS
RECORDER'S STATEMENT
FILED THIS DAY OF . D 20.,-6,
AT k.M. IN BOOK QS9 OF MAPS,
AT PAGES - , AT THE REQUEST OF
THE CLERK OF THE BOARD.
NO. eoa� 41�(0
FEE
PETER ALDANA, ASSESSO - COUNTY CLERK - RECORDER
BY: DEPUTY
SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE INSURANCE COMPANY
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED
TO THE CITY OF WILDOMAR FOR PUBLIC
FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, LOTS "A THROUGH "E , INCLUSIVE, AND AS
SURVEYOR'S STATEMENT
USE FOR STREETS AND PUBLIC UTILITY PURPOSES:
PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH
LOTS "A" THROUGH "E", INCLUSIVE.
CITY STANDARDS. THE OFFERS OF DEDICATION MADE HEREON TO THE CITY OF WILDOMAR FOR
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A
WE HEREBY DEDICATE TO THE CITY OF WILDOMAR THE
DRAINAGE EASEMENTS OVER PARCELS 1
STORM DRAIN CONSTRUCTION AND MAINTENANCE ACCESS PURPOSES ARE HEREBY ACCEPTEDUPON
FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP
AND 2 SHOWN HEREON FOR STORM DRAIN CONSTRUCTION AND MAINTENANCE ACCESS PURPOSES.
IMPROVEMENT. THE OFFER OF DEDICATION MADE HEREON TO THE CITY OF WILDOMAR FOR
ACT AND LOCAL ORDINANCE AT THE REQUEST OF CALIFORNIA WEST COMMUNITIES, LLC ON
"0" "H",
"PRIVATE
PUBLIC UTILITY MAINTENANCE AND ACCESS PURPOSES IS HEREBY ACCEPTED.
JANUARY 29, 2022. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER
WE HEREBY RETAIN LOTS AND LOT INDICATED
AS STREET" AS SHOWN
AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE
HEREON FOR THE SOLE BENEFIT OF OURSELVES, OUR
SUCCESSORS, ASSIGNEES AND
1� TH
WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE
PARCEL OWNERS WITHIN THIS PARCEL MAP.
DATE: , 20
MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
WE HEREBY DEDICATE TO THE CITY OF WILDOMAR THE
PUBLIC UTILITY EASEMENT OVER '�
A
HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED
SHOWN HEREON FOR PUBLIC UTILITY MAINTENANCE AND ACCESS PURPOSES.
IV"V
OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. --------�
CRP/CWR WESTPARK PROJECT, L.L.C. JANET MORALES, CITY CLERK
A DELAWARE TED I TY COMPANY lI
DATE: 140VEMSEV- 28 , 202`'
BY:
TAX B0 D�,CERTIFICATE
DONALD FO TAN , ER
I HEREBY CERTIFY T A BOND IN THE SUM
OF $ HAS BEEN ECUTED AND
'
BY:
MATT THORNE, MEMBER
FILED WITH THE BOARD�UPERVISORS OF THE COUNTY OF RIVERSIDE, CALIF A, CONDITIONED
UPON THE PAVEMENT OF ALAS XES, STATE, COUNTY, MUNICIPAL OR LOCAL, AND ALL SPECIAL
ASSESSMENTS COLLECTED Aq TAym WHICH AT THE TIME OF FILING OFsTflIS MAP WITH THE COUNTY
PHILIP J. LEGRA D
L.S. NO. 8812
NOTARY ACKNOWLEDGMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF
OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT
THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF C&Ii f DrniQ,
COUNTY OF 6m DI 0
ON DGruLIbtr2 BEFORE MENOTARY PUBLIC
PERSONALLY APPEARED Dah'04 roh�ah�
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S)
WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED
TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES),
AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR
THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA,
THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HA ,
ND 'n �, mm-
N
SIGNATUREj
V6 �L 14 . ICI, Afi o
PRINT NAMIL
MY COMMISSION EXPIRES
MY PRINCIPAL PLACE OF BUSINESS IS EAM D l�,Qi7 COUNTY.
Comrnisl;fon -4:7: 233q&58
SIGNATURE OMISSIONS
PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE
FOLLOWING OWNERS OF EASEMENTS AND/OR INTERESTS HAVE BEEN OMITTED:
SIDNEY SNYDER AND HAROLD W. SNYDER, ET AL., OWNERS OF 1 /2 OF ALL OIL, GAS AND
OTHER HYDROCARBON SUBSTANCES AND MINERALS BELOW A DEPTH OF 500 FEET FROM
THE SURFACE, BUT WITHOUT THE RIGHT TO ENTER UPON OR USE THE SURFACE OF SAID
REAL PROPERTY, PER BOOK 2383, PAGE 250, RECORDED DECEMBER 19, 1958, O.R., AND
PER INSTRUMENT NO. 14390, RECORDED JANUARY 23, 1985, O.R.
AN EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA
EDISON COMPANY PER INSTRUMENT NO. 86494, RECORDED JULY 10, 1974, O.R.
AN EASEMENT FOR PUBLIC ROAD, DRAINAGE AND INCIDENTAL PURPOSES IN FAVOR OF
RIVERSIDE COUNTY PER INSTRUMENT NO. 2007-0137042, RECORDED FEBRUARY 28,
2007, O.R.
AN OFFER OF DEDICATION FOR STORM DRAIN, FLOOD CONTROL, DRAINAGE AND
INCIDENTAL PURPOSES TO THE CITY OF WILDOMAR, A MUNICIPAL CORPORATION,
PER INSTRUMENT NO. 2007-0170124, O.R. THE CITY OF WILDOMAR QUITCLAIMED
THEIR INTEREST, UNDER SAID DEDICATION TO RIVERSIDE COUNTY FLOOD CONTROL AND
WATER CONSERVATION DISTRICT BY QUITCLAIM DEED RECORDED APRIL 20, 2012 AS
INSTRUMENT NO. 181348, AND MARCH 01, 2012 AS INST. NO. 2012-0093258, O.R.
GOLDEN EAGLE- WESTPARK PROMENADE, LLC, SUBJECT TO THE TERMS AND PROVISIONS
CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF AGREEMENT" RECORDED
FEBRUARY 25, 2022 AS INSTRUMENT NO. 2022-0096290, O.R.
CRP/CWR WESTPARK PROJECT, LLC, SUBJECT TO THE TERMS AND PROVISIONS
CONTAINED IN THE DOCUMENT ENTITLED "HOLDING AGREEMENT" RECORDED
MAY 11, 2022 AS INSTRUMENT NO. 2022-0221189, O.R.
RECORDER ARE A LIEN AGAINST SAID PERTY BUT NOT YET PAYABLE, AND SAID BOND HAS BEEN
DULY APPROVED BY SAID BOARD OF SUP VISORS. -
DATE:
JENNINGS
OR SUR - EIO D
Y_TCOLLECTOR
TAX COLLECTOR'S CERTIFICATE
I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE
ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY,
MUNICIPAL OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, -EXCEPT TAXES- *
-SPECIAL-ASSESSMENTS"-'COttEOTEQ-AS-TAXESS-NOW-A ttEtl-BUT-NOT-YET"PMStE W-WHIEH-ARE-
ESTIMATED-TO-B
DATE: ¢ I t 20
BY: ,DEPUTY
MATT JENNINGS
COUNTY TAX COLLECTOR
NOTARY ACKNOWLEDGMENT
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF
OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT
THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CA.�T �ar►iIa
COUNTY OF
ON-IJGGUhbfX �2� A0 BEFORE ME muf ,NOTARY PUBLIC
PERSONALLY APPEARED Maw 1-horn&
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S)
WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED
TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES),
AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR
THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA,
THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND ,
YujuL 4 - ml h�'v
SIGNATU
_vf Oly H. Mal l 1p
PRINT NAME
MY COMMISSION EXPIRES Ian 5 �-020 .
MY PRINCIPAL PLACE OF BUSINESS IS San Di Gav COUNTY.
Gnmrnf55ion -0-- : 23gg668
CITY ENGINEER'S STATEMENT
LAND S�\
No. 8812
* Exp. 3/31 /25
s9TF 0 \FO���P
F CM
THIS MAP CONFORMS WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND
LOCAL ORDINANCES. I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME
OR UNDER MY SUPERVISION AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT
APPEARED ON THE TENTATIVE MAP OF PARCEL MAP 36612 AS FILED, AMENDED AND
APPROVED BY CITY COUNCIL ON DECEMBER 14, 2016, THE EXPIRATION DATE BEING
gEOE BER , 2W4. Sine % u 1201V+
DATE:
DANIEL A. YO
P.E. 43212
, 2024
CITY ENGINEER
/o pROFASS/oN\
z
c� rn
Ld No. 43212
s9TF \ 0 F CA\F
CITY SURVEYOR'S STATEMENT
I HEREBY STATE THAT THE PARCEL MAP HAS BEEN EXAMINED BY ME OR UNDER
MY SUPERVISION AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT.
DATE:
DANIEL A. YO
L.S. 7962
CITY SURVEYOR
h1: pill N IT, [21 us &Q a
LANDA.
SU\
No. 7962
�t
s9TF 0F CA \F���\P
PURSUANT TO SECTION 66434 OF THE SUBDIVISION MAP ACT, THE APPROVAL AND
RECORDATION OF THIS PARCEL MAP CONSTITUTES ABANDONMENT OF THE FOLLOWING:
A PORTION OF CATT ROAD RIGHT-OF-WAY AS SHOWN ON RECORD OF SURVEY
141/13-15, 0.R., AS-6119 HEREON AS L-vr -I=.
FRACTIONAL SECTION 36 T6S R4W
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL MAP NO. 36612
BEING A SUBDIVISION OF PARCEL MERGER N0. 378, RECORDED JULY 24, 1987, INSTRUMENT N0. 214102,
O.R., IN THE SOUTHEAST QUARTER OF FRACTIONAL SECTION 36, TOWNSHIP 6 SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN, IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
CSL ENGINEERING, INC. DATE OF SURVEY: FEBRUARY 10,
FD. GIN SPINDLE AND WASHER,
2 0 LS 7910, FLUSH, PER COC DOC.
19 NO. 2011-0415389, PER TM 30155,
MB 423/27-41, O.R.
FD. GIN SPINDLE AND WASHER,
TRACT MAP 3015 5 � 9 � � , 18 LS 7910, FLUSH, PER COC DOC.
(N 17 NO. 2011-0415389, PER TM 30155,
MB 423/27-41 8 10 �6623y, MB 423/27-41, O.R.
16 15
4 11 ��oJ '� S 14
/ 7
6 13
(30)
SEE DETAIL 'C' 1 2 ® 227
/ ���---ON SHEET 4. N88'45'13"E 1428.91' (N88'45'13"E 1428.81') /
404.52' (404.55
\ FD. 1.5" IP, FLUSH, TAG
s \ LS 3365, PER TM 30155,
ter, MB 423/27-41, O.R.
J \ ss ?o
s\
1
J �-- \ 1024.40' (1024.26') 1 �
SEARCHED AND FD. GIN SPINDLE AND WASHER, I
FOUND NOTHING LS 7910, FLUSH, PER COC DOC.
NO. 2011-0415389, PER TM 30155, \
MB 423/27-41, O.R.
CURVE
DATA
DELTA
RADIUS
LENGTH
TANGENT
1
(29'51' 15")
(600.00')
(312.63')
(159.95')
2
(22'40'56")
(600.00')
(237.53')
3
(07-1O'19")
(600.00')
(75.10')
(37.60')
4
(16'49'29'°)
(300.00')
(88.09')
(44.37'44.34')
_j —
j/
FD. GIN SPINDLE AND WASHER
SHEET 2 OF 4 SHEETS
2022
FD. GIN SPINDLE AND WASHER,
i LJ /VIU, rLUZ)H, rLK UM UUU. LS 7910 FLUSH, PER
NO. 2011-0415389, PER TM 30155, TB 149�112, O.R.
MB 423/27-41, O.R.
FD. GIN SPINDLE AND WASHER, TRACT MAP 30155 46
LS 7910, FLUSH, PER COC DOC. MB 423/27-41 47
NO. 2011-0415389, PER TM 30155,
MB 423/27-41, O.R. 222
DEPASQUALLE ROAD (A-35.295
N88'45'13"E 328.60' (N88'45'13"E 328.58) (- 2 05��—�0� �0)
I
-"' SEE DETAIL 'A'
ON SHEET 3.
€(415,36')1
FD. GIN SPINDLE AND WASHER,
LS 7910, FLUSH, PER COC DOC.
NO. 2011-0415389, PER TM 30155,
MB 423/27-41, O.R.
,- PARCEL 2
�\ FD. 6"x6" CONCRETE MON. N 4' 7 4 1 98 3022 AC. GROSS
WITH NAIL PER RECORD OF \ N34`55'12"W 100.25'(
SURVEY 103/99, O.R. \ € �
""
FD. 6 x6 CONCRETE MON. €{S82'38'40"E 300.00 WITH NAIL PER RECORD OF „
— — — S84'4136 E �
SURVEY 103/99, O.R. — — — 300.00
, 1 /.�
� j l /4\
PARCEL 1
14.16 AC. GROSS
12.89 AC. NET
SCALE: 1 " = 100' •'�� °sue
0 50' 100' 200' �,���000
°TIN
\ sJ
�\'
BASIS OF BEARINGS
BEARINGS ARE BASED UPON THE MOST SOUTHERLY WESTERLY LINE OF TRACT \ 1
MAP 30155 BEING N01'10'11"W PER BOOK 423, PAGES 27 THROUGH 41, \
INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
SURVEYOR S NOTES
1. A INDICATES FOUND MONUMENT AS NOTED. „ \\\ 5�o °o' 4
2. O INDICATES 1" I.D. IRON PIPE, TAGGED PLS 8812, SET FLUSH. LS 5022, \ FD. 1 IP WITH PLASTIC PLUG, NS \\\o°.
OF SURVEYL141 �13E15R O.RRD �. �S�
3. ( ) INDICATES RECORD, MEASURED AND CALCULATED DATA PER / zs\� SEE DETAIL "D"
TRACT MAP 30155, M.B. 423/27-41, O.R. \ �� �52�6 \ ON SHEET 4.
4. 1 INDICATES RECORD, MEASURED AND CALCULATED DATA PER "
[ ] FD. 1 IP WITH PLASTIC PLUG �s�• 1
RECORD OF SURVEY 141 13-15 O.R. CONVERTED FROM GRID '
ILLEGABLE, FLUSH, ACCEPTED AS PARCEL 21664-1—
TO GROUND WITH A CONVERSATION FACTOR OF 0.99990682. CL OF CATT ROAD AND SECTION S� S
5 € INDICATES RECORD DATA PER RECORD OF SURVEY 103 99 0 R LINE PER RECORD OF SURVEY \ DOC. #2011-0028332
TANGENT
DATA
BEARING
DISTANCE
1
(N28'36'27" E)
(107,131)
N28'36'28" E
2
[N36:52'10"W]
[75.88']
N38 55 25"W
3
(N78'54'51"W)
(174.32')
4
[N50'25'41"W]
[47.98']
N52'23'32"W
47.89'
5
€[S89'07'45'E](
11143.59'1j
N88'49 19 E
6
€€S41'58'05'Wi(
€€39.00'it
S39'55'09"W
/
6. (( )) INDICATES RECORD, MEASURED AND CALCULATED DATA PER
INSTRUMENT NO. 2011-0028332, REC. 01-19-11, O.R.
141/13-15, O.R.
69.17
REC.
N88'4919
01-19-11 ((Ns,7,5;y >
N68 �s�
" 599.37 ,- , -„ W-�
E 1415.13 [N89'07 58 W 1415.0.
7. €( ) INDICATES
RECORDED
8. [[ ]] INDICATES
RECORDED
RECORD DATA PER INSTRUMENT NO. 2007-0170124,
MARCH 13, 2007, O.R.
RECORD DATA PER DOCUMENT NO. 2007-0137042,
FEBRUARY 28, 2007, O.R.
SECTION LINE
FD. 1" IP WITH PLASTIC PLUG,
FD. 1" IP WITH PLASIC PLUG, ,
ILLEGABLE, FLUSH, PER RECORD
OF SURVEY 141 /13-15, O.R. HELD
FOR LINE. S54'23'26"E 0.48' FROM
LS5529, DN 0.4', PER RECORD
OF SURVEY 141/13-15, O.R.
9.
€€ INDICATES RECORD DATA PER INSTRUMENT
NO. 86494,
RECORDED JULY 10, 1974, O.R.
10.
€[ ] INDICATES RECORD DATA PER GRANT DEED
RECORDED
MARCH 26, 1954, BOOK 1569, PAGE 396,
O.R.
11.
((( ))) INDICATES RECORD DATA, PER INSTRUMENT
NO. 2023-0298125,
RECORDED OCTOBER 10, 2023, O.R.
12.
THIS PARCEL MAP CONTAINS 27.84 GROSS ACRES.
13.
SET A 1 " I.D. PIPE WITH TAG MARKED P.L.S. 8812,
SET FLUSH AT ALL
PARCEL REAR CORNERS, ANGLE POINTS IN SIDE OR
REAR PARCEL LINES
AND ANGLE POINTS IN SUBDIVISION BOUNDARY.
14.
SET NAIL AND TAG "P.L.S. 8812" IN TOP OF CURB
FOR BC'S, EC'S, PCC'S, PRC'S AND
CORNER CUT -BACKS PROJECTED PERPENDICULAR OR
RADIAL FROM CENTERLINE.
15.
BUILDING SETBACK LINES SHALL CONFORM TO EXISTING ZONING.
16.
S.F. INDICATES SQUARE FEET
17.
A.C. INDICATES ACRES
18.
��/ INDICATES RESTRICTED ACCESS.
19.
DRAINAGE EASE^�M�EENTtS SHALL BE KEPT FREE OF BUILDINGS
AND OBSTRUCTIONS.
T.
TRUE POSITION.
GLAZEBROOK ROAD
15
' O04
PARCEL MAP
36612
VICINITY MAP
NOT TO SCALE
Ip
ism
FD. GIN SPINDLE AND
SEE DETAIL 'B'
148(ON SHEET 4.
WASHER, LS 7910, FLUSH,
PER COC DOC. NO.
2011-0415389, PER
TM 30155, MB 423/27-41,
O.R.
W'LY 150'
SE 1 /4 SE1 /4
SECTION 36
I I
NET I ! 0 184
0 185
I I
N tv
I I � 186
i
N pp
4�--1 F--- a' � 187
I
I I
190 189
pgSVATE
STREET„
LOT "H"
SEARCHED AND
FOUND NOTHING
191 192
CD (Do
��o Z
Ln
to r v
-+z m N 193
worn z � cQ
�- ; o
N N C"�
O O D v Lo
PARCEL 3 194 C' I
'r 4.46 AC. GROSS CL
� 3.61 AC. NET — Q
0 195
—Um
Q�
196 �
49
(2.63')
1
y
o/
Lo
Ln
of
ro
221 Q�
N
U m
<1
FD. NAIL AND TAG, LS
7910, PER COC REC.
09-20-11, INST. NO.
2011-0415389, FOR TM
30155, MB 423/27-41,
O.R.
LOT "E"
(30.00')
90' LO �� C [150.00'] o
5 CATT ROAD
SEARCHED AND
FOUND NOTHING
PARCEL 3
FD. 1" IP WITH PLASI]IC PLUG.
ILLEGABLE, DN 0.6', PER RECORD
OF SURVEY 141/13-15, O.R.
N66'05'23"W 0.14' FROM TRUE
POSITION.
c
1
—ARYA DRIVE
AMENDED PM 22776/
PMB 158/37-41
PARCEL 2
AMENDED PM 22776
PMB 158/37-41
226
w
0
u
= 9W�
J U��
J Ln
cl-
J d¢C=
� WAN
U�o
e�
�o
c=i� v
v
p J li W
L oc=
21. THIS PROJECT IS LOCATED IN COMMUNITY FACILITIES DISTRICT EVWMD CFD 98-2 FAC 8.
A SEE SHEET 3 FOR EASEMENT NOTES
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF. CALIFORNIA SHEET 3 OF 4 SHEETS
PARCEL MAP
NO.
36612
BEING A SUBDIVISION OF PARCEL MERGER NO. 378, RECORDED JULY 24, 1987, INSTRUMENT NO. 214102,
'Q O.R., IN THE SOUTHEAST QUARTER OF FRACTIONAL SECTION 36, TOWNSHIP 6 SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN, IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
'CSL ENGINEERING, INC. DATE OF SURVEY: FEBRUARY 10, 2022
0
FD. GIN SPINDLE AND WASHER,
LS 7910, FLUSH, PER COC DOC. FD. GIN SPINDLE AND WASHER
FD. GIN SPINDLE AND WASHER, NO. 2011-0415389, PER TM 30155, LS 7910, FLUSH, PER COC DOC.
MB 423/27-41, O.R. NO. 2011-0415389, PER TM 30155,
N0. 2011-0415389, PER TM 30155, 15
LS 7 FLUSH, PER CRC DOC. 16 I MB 423/27-41, O.R. TRACT MAP 30155
11
MB 423/27-41, O.R. 14 ^�� FD. GIN SPINDLE AND WASHER,
MB 423/27-41
� "' LS 7910, FLUSH, PER COC DOC.
TRACT MAP 30155 �.1'/ ^ ^ MB.20111-045389, PER TM 30155, 222
MB 423 27-41 11 \ I 4
/ ,
6 7 w \ --_= 0 DEPASQUALLE ROAD
5 12 13 227 �� i �10 N88'45'13"E 328.60' (N88'45'13"E 328.58)
SEE DETAIL "C"
ON SHEET 4.
N88'45'13"E 1428.91' (N88'4513"E 1428.81') - \
39.06' 45.52' 363.73' -
y FD. 1.5" IP, FLUSH, TAG 404,52' (404.55') 776 90' 372.38 /� 1 FD. GIN SPINDLE AND WASHER,
\ LS 3365, PER TM 30155, SEARCHED AND I LS 7910, FLUSH, PER COC DOC.
\ MB 423/27-41, O.R. FOUND NOTHING
\\ 1
PARCEL 1
ss, 14.16 AC. GROSS
12.89 AC. NET
9
\
FD. 6"x6" CONCRETE MON.
WITH SURVEY 103/99, O.PER R. OF \ \ \ €N34'55'12"W 100.25'1
FD. 6"x6" CONCRETE MON.
WITH NAIL PER RECORD OF
CURVE
DATA
DELTA
RADIUS
LENGTH
TANGENT
1
(29'51'15')
(600.00')
(312.63')
(159.95)
2
(22'40'56")
(600.00')
(237.53')
3
(07 1 O' 19")
(600.00')
(75.10')
(37.60')
4
(16-48'52„)
16'49 29
(300.00')
(88.04')
88.09
(44.34')
44.37
5
39'39'26"
300.00'
207.64'
108.18'
6
10*08'58"
100.00'
17.71'
8.88'
7
19'27'32"
337.00'
114.45'
57.78'
8
02'39'04'
300.00'
13.88'
6.94'
9
3T04'07"
337.00'
218.03'
112.98'
29
24' 18'57"
34.00'
14.43'
7.32'
30
25'00'00"
79.00'
34.47'
17.51'
31
14'31' 17"
56.00'
14.19'
7.13'
32
0942'45"
537.00'
6.68'
3.34'
33
11'50'49"
263.00'
54.38'
27.29'
34
09'00'52"
263.00'
41.38'
20.73'
35
3539'58"
263.00'
163.71'
84.61'
36
09'00'52"
251.00'
39.49'
19.79'
37
19'50'56"
337.00'
116.74'
58.96'
38
03'24'02"
337.00'
20.00'
10.00,
39
12'14'57"
337.00'
72.05' 1
36.16'
40
03'24'02"
349.00'
20.71' 1
10.36'
3
�3/204413 89PER TM 30155,
1 �
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SURVEY 103/99, O.R.
31
EASEMENT N QTES: N85p0'S� 22'i °
Q EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN _
CIO -�-
-�`- _ N85'00'57'F
FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY PER --I¢
INSTRUMENT NO, 86494, REC. JULY 10, 1974, O.R.
0 EASEMENT FOR PUBLIC ROAD, DRAINAGE AND INCIDENTAL PURPOSES
IN FAVOR OF RIVERSIDE COUNTY PER INSTRUMENT NO. 2007-0137042, ] N51'0455 E
RECORDED FEBRUARY 28, 2007, O.R.
25.10
0
AN OFFER OF DEDICATION FOR STORM DRAIN, FLOOD CONTROL, DRAINAGE AND
23
22
21
INCIDENTAL PURPOSES TO THE CITY OF WILDOMAR, A MUNICIPAL CORPORATION,
30/ N51*04!55"E
PER INSTRUMENT NO. 2007-0170124, RECORDED MARCH 12, 2007, O.R.
24
THE CITY OF WILDOMAR QUITCLAIMED THEIR INTEREST, UNDER SAID DEDICATION
��
25
TO RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT BY
c9s�.
°sue
boo
QUITCLAIM DEED RECORDED APRIL 20, 2012 AS INST. NO. 181348, AND MARCH
1, 2012 AS INST. NO. 2012-0093258, O.R.
0
DENOTES AN EASEMENT TO THE CITY OF WILDOMAR FOR STORM DRAIN
CONSTRUCTION AND MAINTENANCE ACCESS PURPOSES.
Q
EASEMENT FOR PUBLIC RIGHT-OF-WAY AND INCIDENTAL PURPOSES IN FAVOR OF THE
CITY
s'3
OF WILDOMAR PER INSTRUMENT NO. 2023-0298125, RECORDED OCTOBER 10, 2023,
O.R.
/ 6 l
DENOTES AN EASEMENT TO THE CITY OF WILDOMAR FOR PUBLIC UTILITY MAINTENANCE
AND
j°sus
ACCESS PURPOSES.
J
227
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SEE SHEET 4
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C; U-) N J o_ F-- FD. 1" IP WITH PLASTIC PLUG, ILLEGABLE, FLUSH, PER RECORD
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FOR LINE. S54' 3'26"E 0.48' FROM
cV�NO Mo OF SURVEY 141/13-15, O.R. TRUE POSITION. LOT
SEE DETAIL "F" LOT E
SCALE: 1" = 80' ON SHEET 4.
q LrJF--
PARCEL 3
DETAIL "A" ! AMENDED PM 22776
SCALE: 1" = 20' 0 40' 80' I60' 240' 320' PMB 158/37-41
TANGENT DATA
BEARING
DISTANCE
4
[N50'25'41"W]
N52'23'32"W
[47.98']
47.89'
7
N07'24'47" E
95.00'
8
N19'26'53"W
27.84'
9
N58'46'39"E
23.12'
10
N07'24'47"E
38.13'
11
N39' 13'54" E
15.17'
12
€(N48'31'05"E)j
€(23.90')I
21
N62'53'03"E
54.01'
22
N84'50'51"W
42.06'
23
N23'09'24"E
25.00'
24
N43'54'19"W
43.43,
25
N6355'05"W
33.50'
26
N51'13'13"E(R)
12.00'
27
N60' 14'05' E(R)
12.00'
28
N76'03'08"E(R)
12.00'
29
N72'39'06"E(R)
12.00'
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 4 OF 4 SHEETS
PARCEL MAP NO. 36612
ID
BEING A SUBDIVISION OF PARCEL MERGER NO. 378, RECORDED JULY 24, 1987, INSTRUMENT NO. 214102,
O.R., IN THE SOUTHEAST QUARTER OF FRACTIONAL SECTION 36, TOWNSHIP 6 SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN, IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
CSL ENGINEERING, INC. DATE OF SURVEY: FEBRUARY 10, 2022
TRACT MAP 30155 46
MB 423/27- 41
222 47 FD. GIN SPINDLE AND
(� FD. GIN SPINDLE AND WASHER,
FD. GIN SPINDLE AND WASHER,
14 �� LS 7910, FLUSH, PER COC DOC. „ „ WASHER, LS 7910, FLUSH,
LS 7910 FLUSH PER COC DOC
CURVE DATA
DELTA
RADIUS
LENGTH
TANGENT
1
(29-5115)
(600.00')
(312.63')
(159.95')
2
(22'40'56')
(600.00')
(237.53')
3
(07-1O'l9")
(600.00')
(75.10')
(37.60')
4
(16'49'29")
(300.00')
(88.09')
(44.37')
5
39'39'26"
300.00'
207.64'
108.18'
6
1908'58"
100.00'
17.71'
8.88'
7
19'27'32"
337.00'
114.45'
57.78'
8
02739'04"
300.00'
13.88'
6.94'
9
3704'07'
337.00'
218.03'
112.98'
10
[[21'02"50"]]
21'02 58
[[567.00']]
[[208.28']]
208.31
105.34'
11
42'50'00"
30.00,
22.43'
11.77'
12
19' 12'01"
270.00'
90.48'
45.67'
13
14'24'57"
76.00'
19.12'
9.61,
14
03'45'07'
337.00'
22.07'
11.04'
15
03'44'28"
337.00'
22.00'
11.01,
16
63'26'03"
76.00'
84.14'
46.97'
17
0401'46"
330.00'
23.21'
11.61'
18
23'35'37"
300.00'
123.54'
62.66'
19
39'57'48"
322.00'
224.59'
117.08'
20
28*45'11"
322.00'
161.59'
82.53'
21
91'02'43"
35.00'
55.62'
35.64'
22
28'27'55"
302.00'
150.04'
76.60'
23
91'02'43"
55.00'
87.40'
56.01'
24
9900'00"
12.50'
19.63'
12.50'
25
90'00'00"
32.50'
51.05'
32.50'
26
42'50'37"
12.50'
9.35'
4.90'
27
61' 16'24"
32.50'
1 34.76'
19.25'
28
03'2441"
337.00' 1
20.06'
10.04'
N0. 2011-0415389, PER TM 30155, NO. 2011-0415389, PER TM 30155, SEE DETAIL B PER TB 149/112, O.R.
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----- 48
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SCALE: 1" = 5' SCALE: 1" = 40' 8 o`s� 560' 12 I N88'49'19"E
TANGENT DATA
BEARING
DISTANCE
4
[N50'25'41"W]
N5723'32"W
[47.98']
47.89'
7
N07'24'47' E
95.00'
8
1 N19'26'53"W
27.84'
9
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23.12'
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16.40'
12
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13.03'
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16
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[[203.7]] 0'
17
N88'45'1YE
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\ 16
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