HomeMy Public PortalAbout2022-08-26 Certificate of Compliance Alejandro and Rosa Lina Casillas - 505 S. RaymondRecording Requested by
And when recorded mail to:
City of Fullerton
303 W. Commonwealth Avenue
Fullerton, CA 92832-1775
Attn.: City Clerk
Record Owner (s)
Recorded in Official Records, Orange County
Hugh Nguyen, Clerk -Recorder
111 11 111111 111 1111 111111 11 11 11 31.00
*$ R 0 0 1 3 9 3 8 2 3 2$*
2022000296383 2:22 pm 09/01/22
227 NC -5 N13 9
0.00 0.00 0.00 0.00 24.00 0.00 0.000.000.00 0.00
ABOVE RESERVED FOR COUNTY RECORDER'S USE
CERTIFICATE OF COMPLIANCE
CC 2022-001
Name: Alejandro Casillas and Rosa Lina Casillas, husband and wife as joint tenants
Mailing Address:
Site Address:
12730 Jessie Court,
Rancho Cucamonga, CA 91739
505 S Raymond Avenue,
City of Fullerton, CA 92831
APN: Portions of APN 269-042-02, 029-042-03, 269-041-04
(//We are) hereby certify that: 1) (I am/We are) the record owner(s) of the parcel(s)
proposed for a Certificate of Compliance by this application; 2) (I/We) have Knowledge of
and consent to the filing of this application; and 3) The information submitted in connection
with this application is true and correct.
Applicant's Signature(s)
(typed or printed) and corporate title of signing officer(s) if applicable
ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity 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 Cal' nia
County of,,;
On
personally appeared � � ��_ �� � { r . �� who
proved to me on t e basis of satisfactory e idence to the perso,
whose name, is are bscribed to the within instrument and .cknowlecged
to me t t e/sh they executed a same in his/her authorized
capacity ies , and that by his/her the signature on the nstrument the
perso , or the entity upon behalf of which the person 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 and official seal.
MEA KLEIN
Notary Public - California
Orange County
Commission # 2278747
y Comm. Expires Feb 24, 2023
CERTIFICATE OF APPROVAL
CERTIFICATE OF COMPLIANCE
CC 2022-001
This Certificate of Compliance is being recorded to confirm the City of Fullerton's determination that
the two lots described in the attached Exhibits A-1 and B-1, A-2 and B-2 comply with applicable
provisions of the State Subdivision Map Act and local ordinances of the City of Fullerton enacted
pursuant to the State Subdivision Map Act.
This determination is made under the provisions of the State Subdivision Map Act (California Govt. Code
Sections 66412.6, 66412.7, 66424, 66428, 66499.30, and 66499.35), which define subdivisions, legal
parcels and the Administrative Certificate of Compliance process.
One or more of the following findings were made:
1) The parcel was:
a) created in compliance with the current Subdivision Map Act and local ordinances enacted to
implement the act in this County; or
b) legally created in compliance with prior laws regulating the design and improvements of subdivisions;
or
c) was specifically exempted from such prior laws, and
This certificate relates only to issues of compliance or noncompliance with the Subdivision
Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be
sold, leased, or financed without further compliance with the Subdivision Map Act or any
local ordinance enacted pursuant thereto. Development of the parcel may require issuance
of a permit or permits, or other grant or grants of approval.
City Engineer's Certificate:
I hereby certify that I have examined this Certificate of Compliance
and find that it complies with all City of Fullerton requirements
relative thereto. This Certificate of Compliance is approved.
8/z,��z
Stephen'Bise, PE, TE
City Engineer/Assistant Director of Public Works Date
City Surveyor's Certificate:
I hereby certify that I have examined this Certificate of
Compliance and find that it is technically correct and that it
complies with Sections 66499.35, 66412.6 (b), and 66428 (a) (2).
R/24/22
Richard C. Maher (CA PLS 7564) — City Surveyor Date
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E IBIT `A-1'
2 LEGAL DESC ` 1 "`TION
3
4 'CEL A (APN— PORTIONS OF 269-042-02 031
5
6 That portion of Parcel 1, in the City of Fullerton, County of Orange, State of California, as
7 shown on the map filed in Book 72, Page 35 of Parcel Maps in the Office of the County
8 Recorder of said County; more particularly described as Parcel 5 in the Final Order of
9 Condemnation recorded October 20, 2014 as Instrument No. 2014000425287 of Official Records
10 in the office of the County Recorder of said County.
11
12 Beginning at the southeasterly corner of said Parcel 1, said corner also being the southeasterly
13 corner of said Parcel 5; thence along the easterly line of said Parcel 1 and Parcel 5 North
14 00°09'02" East 112.89 feet; thence leaving said easterly line North 89°50'58" West 7.01 feet to
15 the True Point of Beginning and the beginning of a non -tangent curve concave northwesterly
16 having a radius of 34.50 feet, a radial line to said true point of beginning and curve bears South
17 89°39' 15" East; thence southerly, southwesterly, and westerly along said curve 54.07 feet
18 through a central angle of 89'48'16"; thence North 89°50'58" West 9.79 feet to the beginning of
19 a curve concave northeasterly having a radius of 38.50 feet; thence westerly, northwesterly, and
20 northerly along said curve 60.83 feet through a central angle of 90°31'47"; thence North
21 00°40'48" East 265.78 feet to the beginning of a curve concave southeasterly having a radius of
22 52.00 feet; thence northerly and northeasterly along said curve 23.55 feet through a central angle
23 of 25°56'52" to the northerly line of said Parcel 1 and Parcel 5; thence along said northerly line
24 South 89°37'58" East 54.99 feet to the beginning of a curve concave southwesterly having a
25 radius of 27.00 feet; thence continuing along said northerly line and easterly along said curve
26 10.14 feet through a central angle of 21°31'18" to a line parallel with and 57.00 feet westerly of
27 the centerline of South Raymond Avenue, as shown on said Parcel Map; thence leaving said
28 northerly line and along said parallel line South 00°09'02" West 87.82 feet to the beginning of a
29 curve concave easterly having a radius of 1,047.00 feet; thence southerly along said curve 104.74
30 feet through a central angle of 05°43'55" to the beginning of a reverse curve concave westerly
31 and having a radius of 953.00 feet, a radial line of said curve bears North 84°25'07" East; thence
\\pprod.psomas.corp\panzuraprojects\0C_Projects12EP1010201\SURVEYILEGALS120220812-Cert of Comp-legals
revision\descriptions\Revision 2022-08-25\Parcel A.docx
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southerly along last said curve 98.59 feet through a central angle of 05°55'39" to the True Point
of Beginning.
Containing 24,177 square feet (0.555 acres).
All as shown on Exhibit "B-1" attached hereto and made a part hereof.
The bearings and distances described herein are in terms of the California Coordinate System of
1983, Zone 6, 2007.00 (O.C.S. GPS Adjustment) epoch. All distances are grid distances unless
otherwise noted. Ground distances may be obtained by dividing grid distances by the mean
combination factor of 0.99999481.
Prepared under the direction of:
August 25. 2022
David A. Moritz, PLS 7388 Date
\\pprod.psomas.corp\panzuraprojects\QC_ Projects \2EPI010201\SURVEY\LEGALS\20220812-Cert of Comp-Iegals
revision\descriptions\Revision 2022-08-25\Parcel A.docx
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N'LY LINE INST. NO. 2014000425287, O.R
B.N.S.F. R.R.
EXHIBIT 'B-1'
N6322'20"W (R_
E. VALENCIA DRIVE [T21'53'20;E (R)
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C4
33.5'
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47'
W
C2 0 o0
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PCB z
SE'LY CORNER
PARCEL 5 OF INST. NO. 2014000425287. O.R.
& SE'LY CORNER PARCEL 1 OF PMB 72 PG 35
EAST
VALENCIA
DRIVE
cV
O
0
t0
z
0' 30' 60'
LINE TABLE
L1 — N 89'50'58"W 7.01'
L2 — N89'50'58"W 9.79'
L3 — S89'37'58"E 54.99'
L4 — SO0'09'02"W 87.82'
N89'39'15"W (PCC)
LEGEND:
ti\\\\\A
SCALE: 1" = 60'
CURVE , TABLE
C2 — t=89'48'16"
R=34.50'
L=54.07'
C3 — 1=90'31'47"
R=38.50'
L=60.83'
C4 — A=25.56'52"
R=52.00'
L=23.55'
C5 — A=2111'18"
R=27.00'
L=10.14'
C6 — A=05'43'55"
R=1,047.00'
L=104.74'
C7 — A=05'55'39"
R=953.00'
L=98.59'
PARCEL A
(0.555 ACRES)
OLD STREET
CENTERLINE
NEW STREET
CENTERLINE
PRC — POINT OF REVERSE
CURVATURE
PCC — POINT OF COMPOUND
CURVATURE
THE BEARINGS AND DISTANCES DESCRIBED HEREIN ARE IN TERMS
OF THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6,
2007.00 (C.C.S. GPS ADJUSTMENT) EPOCH. ALL DISTANCES ARE
GRID DISTANCES UNLESS OTHERWISE NOTED. GROUND DISTANCES
MAY BE OBTAINED BY DIVIDING GRID DISTANCES BY THE MEAN
COMBINATION FACTOR OF 0.99999481.
PARCEL A
CITY OF FULLERTON,
COUNTY OF ORANGE,
STATE OF CALIFORNIA
SOMAS
5 Hutton Centre Drive, Suite 300
Santa Ana, Ca 92707
(714) 751-7373 www.psomas.com
SHEET 1 OF 1
SCALE: 1" = 60'
DRAFTED: NB/ MN
CHECKED: NC
DATE: 08/15/2022
JOB NO: 2EP1010201 T1
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EX I IT `A-2'
LEGAL DESC 1'TION
PARCEL B (APN - PORTION OF 269-041-04; PORTION OF 269-042-021
That portion of East Valencia Drive, in the City of Fullerton, County of Orange, State of
California, as shown on the map filed in Book 72, Page 35 of Parcel Maps in the Office of the
County Recorder of said County, more particularly described as Parcel 9 in the Final Order of
Condemnation recorded April 19, 2017 as Instrument No. 2017000158634 of Official Records,
in the Office of the County Recorder of said County.
Beginning at the southeasterly corner of Parcel 1 as shown on said map; thence along the
easterly line of said Parcel 1 North 00°09'02" East 112.89 feet; thence leaving said easterly line
North 89°50'58" West 7.01 feet to the a point on a non -tangent curve concave westerly having a
radius of 953.00 feet, a radial line to said curve bears South 89°39' 15" East: thence northerly
along said curve 98.59 feet through a central angle of 05°55'39" to a point of reverse curve
concave easterly having a radius of 1,047.00 feet; a radial line of said curve bears North
84°25'07" East; thence northerly along said curve 104.74 feet through a central angle of
05°43'55" to a line parallel with and 57.00 feet westerly of the centerline of South Raymond
Avenue, as shown on said Parcel Map; thence along said parallel line North 00°09'02" East
87.82 feet to its intersection with the southerly line of said Parcel 9, said intersection being the
True Point of Beginning; thence continuing along said parallel line North 00°09'02" East 30.88
feet; thence leaving said parallel line North 89°38'20" West 18.15 feet to the beginning of a
curve concave southeasterly having a radius of 52.00 feet; thence westerly and southwesterly
along said curve 57.84 feet through a central angle of 63°44'00" to the southerly boundary of
said Parcel 9; thence along said southerly line South 89°37'58" East 54.99 feet to the beginning
of a curve concave southerly having a radius of 27.00 feet; thence continuing along said
southerly boundary easterly and southeasterly along said curve 10.14 feet through a central angle
of 21°31'18" to the True Point of Beginning.
\\pprod.psomas.corp\panzuraprojects\OC_Projects\2EPI010201\SURVEY\LEGALS120220812-Cert of Comp-legals
revision\descriptions\Revision 2022-08-25\Parcel B.docx
8/25/2022
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Cont. ' ° `g 1,501 square feet (0.034 acres).
All as shown on Exhibit "B-2" attached hereto and made a part hereof.
The bearings and distances described herein are in terms of the California Coordinate System of
1983, Zone 6, 2007.00 (O.C.S. GPS Adjustment) epoch. All distances are grid distances unless
otherwise noted. Ground distances may be obtained by dividing grid distances by the mean
combination factor of 0.99999481.
Prepared under the direction of:
August 25, 2022
David A. Moritz, PLS 7388 Date
\\pprod.psomas.corp\panzuraprojects1OC Projects\2EP1010201\SURVEY\LEGALS\20220812-Cert of Comp-legals
revision \descriptions\Revision 2022-08-251Parcel B.docx
8/25/2022
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PARCEL 1
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THE BEARINGS AND DISTANCES DESCRIBED HEREIN ARE IN TERMS
OF THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6,
2007.00 (C.C.S. GPS ADJUSTMENT) EPOCH. ALL DISTANCES ARE
GRID DISTANCES UNLESS OTHERWISE NOTED. GROUND DISTANCES
MAY BE OBTAINED BY DIVIDING GRID DISTANCES BY THE MEAN
COMBINATION FACTOR OF 0.99999481.
PARCEL B
EAST
VALENCIA
DRIVE
OB
N21'53 20"E (R)
N00°09'02"E
0'
30' 60'
SCALE: 1" = 60'
CURVE TABLE
C2 - L1=05'55'39"
R=953.00'
L=98.59'
C3 - A=05'43'55"
R=1,047.00'
L=104.74'
C4 - A=63'44'00"
R=52.00'
L=57.84'
C5 - A=21'31'18"
R=27.00'
L=10.14'
LINE, TABLE
L5 - N89'50'58"W 7.01'
L6 - N00'09'02"E 87.82'
L7 - N00'09'02"E 30.88'
L8 - N89'38'20"W 18.15'
L9 - S89'37'58"E 54.99'
LEGEND:
1\\\\\\y
PRC —
PCC —
PARCEL B
(0.034 ACRES)
OLD STREET
CENTERLINE
NEW STREET
CENTERLINE
POINT OF REVERSE
CURVATURE
POINT OF COMPOUND
CURVATURE
CITY OF FULLERTON,
COUNTY OF ORANGE,
STATE OF CALIFORNIA
PSOMAS
5 Hutton Centre Drive, Suite 300
Santa Ana, Ca 92707
(714) 751-7373 www.psomas.com
SHEET 1 OF 1
SCALE: 1" = 60'
DRAFTED: NB/ MN
CHECKED: NC
DATE: 08/15/2022
JOB NO: 2EPI010201 Ti