SET 1 OF 3 SHEETS ACCEPTED AND
AT
ALL OF TENTATIVE PARCEL MAP NO. 2023-113 JARCEL j\'LAP FIRST AMEREQUESTRICAN TITLOF
E DCOMPANYE
2 NUMBERED PARCELS
AREA: 20,479 SQUARE FEET (GROSS) DATE
0.470 ACRES (GROSS)
N(). 2023 113 TIME
INSTRUMENT NN FEE tt
IN THE CITY OF PLACENTIA, COUNTY OF ORANGE, STATE OF CALIFORNIA. BOOK PAGE BEING A SUBDIVISION OF THE REMAINING 0.47 ACRES OF THE SOUTH 324.32 FEET OF LOT 7 OF THE HUGH NGUYEN HAZARD SUBDIVISION OF PART OF THE SHANKLIN TRACT, AS SHOWN ON THE MAP THEREOF COUNTY CLERK—RECORDER RECORDED IN BOOK 18, PAGE 7 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY. ALSO DESCRIBED AS LOT "B" OF TRACT NO. 6013 AS SAID TRACT IS SHOWN ON A MAP RECORDED IN BOOK 220, PAGES 16 AND 17 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. BY OWNERSHIP CERTIFICATE KING CIVIL ENGINEERING CORP THOMAS A. KING, R.C.E. 16916 DATE OF SURVEY -JULY 2023 I, the undersigned, being all parties having any record title interest in the land covered by this map, do hereby consent to the preparation and recordation of said map, as shown within the distinctive border line.
By:
David M. Renton
Owner
NOTARY ACKNOWLEDGEMENT
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
County of
DEPUTY
ENGINEER'S STATEMENT:
This map was prepared by me or under my direction and is based upon a field survey in conformance with the requirements of the Subdivision Map Act and local ordinance at the request of DAVID M. RENTON in JULY 2023. I hereby state that all monuments are of the character and occupy the positions indicated, or that they will be set in such positions within 90 days after acceptance of improvements; and that said monuments are sufficient to enable the survey to be retraced. I hereby state thot this parcel map substantially conforms to the approved or conditionally approved tentative map, if any.
December 13, 2023
Thomas A. King
R.C.E. 16916
Expiration Date: 6/30/2025
CITY ENGINEER'S STATEMENT:
I hereby state that I hove examined this map and have found it to be substantially in conformance with the Tentative Map, if required, as filed with, amended and approved by the City Planning Commission; that all provisions of the Subdivision Map Act and City Subdivision Regulations have been complied with.
Date
Dated this
day of , 2024
Christopher M. Tanio
Deputy Director of Public Works/ City Engineer of the City of Placentia R.C.E. NO. 82756 Expiration Date: 9/30/2024
CITY SURVEYOR'S STATEMENT:
I hereby state that I have examined this map and have found that it conforms with mapping provisions of the Subdivision Map Act and I am satisfied this map is technically correct.
Dated this day of , 2024
)ss
On , before me, a Notary Public,
personally appeared David M. Renton who proved to me on the basis of satisfactory evidence Dennis W. Janda P.L.S. 6359 to be the person whose name is subscribed to the within instrument and acknowledged to City Surveyor, City of Placentia me thot he executed the same in his authorized capacity, and that by his signature on the instrument the person, 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 that the foregoing paragraph is true and correct.
Witness my hand:
Signatur=
Notary Public in and for said State
(Print Name)
COUNTY SURVEYOR'S STATEMENT:
I hereby state that I have examined this map and have found that all mapping provisions of the Subdivsion Map Act have been complied with and I am satisfied said map is technically correct relative to the parcel map boundary.
Dated this day of
My Principal Place of Business is Kevin R. Hills, County Surveyor in County L.S. 6617
My Commission expires
My Commission No
By: Lily M. N. Sandberg, Deputy County Surveyor
P.L.S. 8402
CITY CLERK'S CERTIFICATE
, 2024
State of California )
City of Placentia )ss
County of Orange )
I hereby certify that this map was presented for approval to the City Council of the City of Placentia at a regular meeting thereof held on the day of 2024, and that thereupon said Council did, by an order duly passed and entered, approve said map.
And did also approve subject map pursuant to the provisions of section 66436 (a)(3)(A) of the subdivision Map Act.
Dated this
day of , 2024
Robert S. McKinnell
City Clerk of the City of Placentia
COUNTY TREASURER -TAX COLLECTOR'S CERTIFICATE:
State of California )
)ss
County of Orange )
I hereby certify that according to the records of my office, there are no liens against the land covered by this map or any part thereof for unpaid State, County, municipal or local taxes or special assessments collected as taxes, except taxes or special assessments collected as taxes not yet payable.
And do certify to the Recorder of Orange County that the provisions of the Subdivision Map Act have been complied with regarding deposits to secure payment of taxes or special assessments collected as taxes on the land covered by this map.
Dated this day of
Shari L. Freidenrich BY:
, 2024
County Treasurer—Tax Collector Treasurer—Tax Collector
SHEET 2 OF 3 SHEETS
ALL OF TENTATIVE PARCEL MAP NO. 2023-113
2 NUMBERED PARCELS
AREA: 20,479 SQUARE FEET (GROSS)
0.470 ACRES (GROSS)
SCALE: 1" = 40'
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
BEARING BETWEEN 0.C.S. HORIZONTAL CONTROL
STATION G.P.S. NO. 5165 AND STATION G.P.S. NO.
0409R1, BEING NORTH 89'49'42'WEST, PER RECORDS
ON FILE IN THE OFFICE OF THE ORANGE COUNTY
SURVEYOR.
0.C.S. GPS 0409R1
PARCEL MAP NO. 2023-113
IN THE CITY OF PLACENTIA, COUNTY OF ORANGE, STATE OF CALIFORNIA.
KING CIVIL ENGINEERING CORP THOMAS A. KING, R.C.E. 16916 DATE OF SURVEY -JULY 2023 DATUM STATEMENT:
COORDINATES SHOWN ARE BASED ON THE CALIFORNIA
COORDINATE SYSTEM (CCS83), ZONE VI, NAD83
(2017.50 EPOCH OCS GPS ADJUSTMENT).
ALL DISTANCES SHOWN HEREON ARE GROUND, UNLESS
OTHERWISE NOTED.
TO OBTAIN GRID DISTANCES MULTIPLY GROUND
DISTANCE BY 0.99999070 MEAN VALUE.
MONUMENT NOTES:
O - Indicates set monument as indicated and noted hereon. 0® Indicates 2" I.P. Tagged RCE 16916, to be set, or Lead, Nail & Tag stamped RCE 1 691 6 to be set in concrete and in block walls.
O20 Indicates set 1" I.P. with Nail & Tag stamped RCE 16916. 0® Indicates 1" I.P. Tagged RCE 1 691 6, to be set, or Lead, Nail & Tag stamped RCE 1 691 6 to be set in concrete and in block walls. • - Indicates found monument as indicated and noted hereon. ♦ - Indicates found OCS GPS control station monument per the Horizontal Control Date Sheet of the Orange County Surveyor.
N89'49'42W 1130.90' (1130.89' GRID)
REFERENCE NOTES:
R1- Record per Tract No. 6013, M.M. 220/16-17 (1965).
R2- Indicates record or computed from record per Tract No. 5964, M.M. 275/23-25 119691.
R3- Indicates record or computed from record per Tract No. 7697, M.M. 309/34-35 (19721962.
R4- Indicates recordR5- Indicates record ({{or pfrom record per Tract No. 5828, MM. 213/26-27 1964. 1or computed�P
( )- Indicates Record per referenced map.
SNF -Indicates Searched Nothing Found.
NS -Indicates Nothing Set.
M & (R)- Indicates measured and record distance.
YORBA UNDA BLVD. --1,--
in
- 9� BASIS OF BEARINGS
\ SEE DETAIL "2•^N F - - -
O �'I e 46$/04 90. 6®93 ON SHEET 3 \ 0La
▪ SEE
DETAIL SHEET 3 " JO
N z\ 4, 34 2
• I E.4J. 220i 18-17 �J / K
0Yn I \2� �o y FD. SPIKE SHAFT, DN 0.2' d US PT. CT)
(2ADIU5 PT.
S SEE DETAIL 21" O ACCEPTED AS CENTERLINE BC NS DL
319
ce
Mi r�,l a. • ON SHEET 3. D _ 610 "" I 60
0'
O o
0.C.S. GPS 0409R1 Nei
N2270563.56 E6078601.58
FD GEAR SPIKE AND WASHER STAMPED "LS 5312", FLUSH, W
IN LIEU OF ORIGINAL PUNCHED SPIKE NO WASHER, FLUSH IN AC. SURFACE.
MONUMENT IS LOCATED AT THE CENTERLINE INTERSECTION OF ROSE DRIVE AND YORBA LINDA BOULEVARD.
REFERENCES: TR. NO. 17617, M.M. 935/46-48, CR 2014-0697.
O.C.S. GPS 5165
N2270560.17 E6079732.46
FD GEAR SPIKE.
MONUMENT IS LOCATED AT THE CENTERLINE INTERSECTION OF PROSPECT AVENUE AND YORBA UNDA BOULEVARD.
REFERENCES: TR. NO. 17617 M.M. 935/46-48.
CUMBERLAND CIRCLE
N89'45'34'34 730.49' (730.58' R3)
ESTABLISHMENT NOTES:
AQ ESTABUSHED BY BEARING -BEARING INTERSECTION.
® ESTABUSHED LINE BY HOLDING RECORD ANGLE PER R3.
▪ ESTABLISHED LINE 8Y HOLDING PERPENDICULAR
TO VIN/ DEL MAR AVENUE CENTERLINE PER R1.
® ESTABLISHED LINE BY HOLDING RECORD ANGLE PER 61.
PROSPECT AVE.
0.C.S. GPS 5165 RBA LINDA BLVD.
"/TRACT N0. 4788
4,OM/WC AVENUE
N.N. 176.36-48
236.21' (236.25' R1)
FOUND GEAR SPIKE AND WASHER, FLUSH,
STAMPED LS 5411 PER CR 2013-0648.
ACCEPTED AS THE CENTERUNE INTERSECTION
JEFFERSON ST. & OMAHA AVENUE.
SNF
SET SPIKE AND WASHER,
FLUSH, STAMPED RCE 16916
1030P 93. 5828
CARLSE3AD STREET
-
FOUND GEAR SPIKE AND WASHER, FLUSH,
STAMPED LS 5411 PER CR 2013-0645.
FD. N89'42'06"W 0.06'
NOTE
A DEUGENT SEARCH FOR ALL RECORD
MONUMENTS IN THE AREA WAS PERFORMED
TO ASSIST IN ESTABUSHING THE BOUNDARY
LINES OF THIS SURVEY. ALL MONUMENTS
THAT WERE FOUND ARE SHOWN HEREON.
0 40 80
SCALE: 1" = 40'
SEE DETAIL "4"
ON SHEET 3
M.N. 212/20-27
FOUND GEAR SPIKE AND WASHER, FLUSH,
STAMPED LS 5411 PER CR 2012-4364.
ACCEPTED AS THE CENTERLINE INTERSECTION
JEFFERSON ST. & CUMBERLAND CR.
SURVEYOR'S BOUNDARY NOTE:
THERE ARE NO CONFLICTS WITH EXISTING
VISIBLE IMPROVEMENTS AND THE EXTERIOR
BOUNDARY LINE (DISTINCTIVE BORDER) OF
THIS MAP AS ESTABLISHED HEREON.
SHEET 3 OF 3 SHEETS
ALL OF TENTATIVE PARCEL MAP NO. 2023-113
2 NUMBERED PARCELS
AREA: 20,479 SQUARE FEET (GROSS)
0.470 ACRES (GROSS)
PARCEL MAP
NO. 2023-113
IN THE CITY OF PLACENTIA, COUNTY OF ORANGE, STATE OF CALIFORNIA.
KING CIVIL ENGINEERING CORP THOMAS A. KING, R.C.E. 16916 DATE OF SURVEY -JULY 2023 REFERENCE NOTES:
M & (R)- Indicates measured and reference distance.
(61) Indicates record per Tract No. 6013, M.M. 220/16-17. (R3) Indicates record per Tract No. 7697, M.M. 309/34-35.
ESTABLISHED AS THE C/L
INTERSECTION WITH THE
WEST TRACT BDRY.
SET SPIKE & WASHER, FLUSH,
STAMPED RCE 16916.
SNF
ESTABLISHED PER CITY C/L TIES,
TR. NO. 6013, NO. 100274.
ESTABLISHED SO0'13'42"W 0.04'
MONUMENT NOTES:
• - Indicates found monument as indicated and noted hereon. 1 • - Indicates found lead & tack in top of curb per Tract No. 6013, M.M. 220/16-17, City C/L Ties. 2• - Indicates found lead & tack in top of curb per CR 2013-0645. 3• - Indicates found lead & tack in top of curb per CR 2013-0646. ESTABLISHED BY BEARING -BEARING O - Indicates set monument as indicated and noted hereon. 2* INTERSECTION. ACCEPTED AS THE
SNF / CENTERLINE INTERSECTION OF
JEFEET AND
ESTABLISHED PER CITY C/L TIES, i�M/ VINAEDEL MARRSON RAVENUE. /
TR. NO. 6013, NO. 100272. SET SPIKE & WASHER, FLUSH,
ESTABLISHED N89'42'06"W 0.03' / STAMPED RCE 16916.
I� '2
1j 1
8 \
K
SEE SHEET NO. 2 FOR VINA DEL MAR / ;��'-' \
AVENUE CENTERLINE ESTABUSHMENT.I
•I
'V VINA DEL MAR AVENUE
N89'46'18"W 119.89' (120.00' R1)'
r1 1
1 L,
z
7 ESTABLISHED PER CITY C/L TIES,
TR. NO. 6013, NO. 100273. 1
ESTABLISHED N00'14'57"E 0.02'
4a
M
ea0
rc
VINA DEL MAR
PLACE
N89'46'18"W 238.14'
SEE SHEET NO. 2 FOR VINA DEL MAR
AVENUE CENTERLINE ESTABLISHMENT.
DETAIL 2
NTS
VINA DEL MAR
\\, CIRCLE /
\ /
T23
122 , / 1
\\ bi/
j
\ I�/
526
VINA DEL MAR AVENUE \\�/���'�
- 69'469 fTIW 23672T'---
\
36.21 -N89'46'18'W 290.95'
by
z"?
DETAIL 1
NTS
1 .2
SEE SHEET NO. 2 FOR VINA DEL MAR
AVENUE CENTERLINE ESTABLISHMENT.1y 2j
FD. SPIKE SHAFT, DN 0.2' \
ACCEPTED AS CENTERLINE BC VINA DEL MAR AVE,' //
FITS PER CITY C/L TIES, i'
TR. NO. 6013, NO. 100274. '<15''
ACCEPTED AS CENTERLINE BC 1.20 /
N89'46'18'W 238.14'-
102
FOUND GEAR SPIKE & WASHER,
FLUSH, STAMPED LS 5411,
PER CR 2013-0645.
FD. N89'42'06"W 0.06'
// 0.020.51' (0.50' CR2012-4204)
0.49'
--�---
N 4
3 Iz
SEE SHEET NO. 2 FOR JEFFERSON ST.J N
CENTERLINE ESTABLISHMENT.- -I o:
SNF ' w
ESTABLISHED PER CITY C/L TIES,
TR. NO. 6013, NO. 100274.
ACCEPTED AS THE C/L INTERSECTION DETAIL 5
VINA DEL MAR AVE. & LASTERBROOK ST. NTS
SET SPIKE & WASHER, FLUSH,
STAMPED RCE 16916.
SEE SHEET NO. 2 FOR JEFFERSON ST. 1
CENTERLINE ESTABLISHMENT.-
6 -0:
SEE DETAIL 5 ABOVE
SNF
ESTABUSHED PER CITY C/L TIES,
TR. NO. 6013, NO. 100273.
ACCEPTED AS CENTERLINE RADIUS PT,
SEE SHEET NO. 2 FOR VINA DEL MAR
AVENUE CENTERUNE ESTABLISHMENT.
N89'46'18"W 290.95'
VINA DEL MAR AVENUE
/ 1 2/
T2
N89'46'18"W 290.95'
VINA DEL MAR AVENUE /1r.
N
•
FLU GTAM SPIKE & WASHER,
FLUSH,STAMPED LS 5411,
PERER CR
2013-0645.
FD. N89'N89'42.0611,
0.06'
M7
ESTABLISHED BY BEARING -BEARING
INTERSECTION. ACCEPTED AS THE
CENTERLINE INTERSECTION OF
JEFFERSON STREET AND
VINA DEL MAR AVENUE.
SET
AMPEID SPIKE
WASHER,161.FLUSH,
2 \\
CARLSBAD STREET
T --T- - _
10„tV.2
0/
I oia i 1 /
S; 1 2V
SEE SHEET NO. 2 FOR SO. TR. 6013
/LINE ESTABLISHMENT.
SNF
ESTABLISHED AS THE C/L INTERSECTION OF
VINA DEL MAR AVE. & VINA DEL MAR PLACE.
SET SPIKE & WASHER, FLUSH,..
STAMPED RCE 16916.
PLACENTIA CITY LIMITS
TR. 6013 SOUTH TRACT LINE
SNF �YORBA UNDA CRY LIMITS
ESTABLISHED PER CITY C/L TIES,
TR. NO. 6013, NO. 100272.
ACCEPTED AS THE C/L INTERSECTION JEFFERSON ST.
& SOUTH TRACT 6013 BDRY. LINE PRODUCED
N89'45'59"W
SNF
ESTABUSHED PER CITY C/L TIES, TR. NO. 6013, NO. 100273.
ACCEPTED AS CENTERLINE RADIUS PT,
SEE SHEET NO. 2 FOR VINA DEL MAR
AVENUE CENTERLINE ESTABLISHMENT. DETAIL 3
NTS
ENF
STABUSHED PER CITY C/L TIES, TR. NO. 6013, NO. 100273.
ACCEPTED AS THE C/L INTERSECTION
VINA DEL MAR AVE. & VINA DEL MAR CIRCLE.
SET SPIKE & WASHER, FLUSH,
STAMPED RCE 16916
TIE
NO.
IT1 S12704,6"
19'38
I T2 ITS526' 8"-
IT3 N54'05'01/
IT4 N13'00'06 N
ITS S39'51'08"E
DETAIL 4
NTS
CENTERLINE TIE COURS TABLE
BEARING DISTANCE PER CITY C/L TIE_S, 100272.
TR. N0. 6013, 1
21n 20.99'
i7 i1 37.10'
34.08'
20.41'
27.38'
34.16'
20.41'
27.39'
In 6.14'
IT8 N24'58'19"W
T9 S21'23.291
T10 S21'27',2 Y
T11 N47'28 59 E
712 N39'01'29"W
713 N79'22'00"E
114 N7910'39"W
715 N07'01'41"E
776 528'41'48"E
/ S28'57'00"W
718 N28'15'36"E
T19 N10'17'35"W
T20 S34'52;26"E
TAT S45'21 11"W
1722 N79'30'23"E
T23 S8555'27"W
T24 528'38'28"E
'S 926'11'36"W
126 S73'50'07"W
T27 S65'44'13"E
T28 N66'32'02'E
T29 N24'06=
1730 N23'32'07"W
731 S24'20'57"W
Tf
3' S66'08'06"W
42.24'
50.34'
49.66'
-29.31'
25.73'
35.33'
35.07'
90.00'
71.69'
71.79'
22.62'
20.28'
35.24'
35.23 35.24'
35.19'
71.7 80.12
72.45'
50.08'
50.06'
50.35 50.02'
49.65'
49.84'
42.23'
50.34'
49.68'
SN65'S1 36 49.61'
1134 N23'47'32"W 49.59'
Tag 513'20'28"E 86.32'
25.74'
35.33'
35.03'
90.00'
71.73'
71.80 22.62'
20.28'
35.24'
35.23'
35.17'
71.7 '
80.14'
72.44'
50.08'
50.06'
50.35 50.11'
49.70' PER CR 2013-0645
49.88' PFR CR 2013-0645
1134 S13'46'36"W
1137 S47'10'05"E
1138 S46'40'56"W
86.58'
27.83'
27.84'
86.36'
86.55'
27.81'
27.87'
49.63' PE12 C'k 2013E0645
PER CITY C/L TIES,
TR. NO. 6013, NO. 100272.
86.55' PER CR 2013-0646
27.81' PER CR 2013-0646
27.87' PER CR 2013-0646