ESTABLISHED BY OFFSET
BAILEY STREET
ST.
MARK
STREЕT
SHEET 3 OFOF 3
NUMBER OF PARCELS = 2
GROSS AREA: 3.024 AC
NET AREA: 3.024 AC
DATE OF SURVEY: 12/5/2023
ALL OF TENTATIVE PARCEL MAP
NO. 2024-124
BASIS OF BEARINGS
PARCEL MAP NO. 2024-124
IN THE CITY OF GARDEN GROVE, COUNTY OF ORANGE, STATE OF ADVANCED CIVIL GROUP, INC. JEFFERY L. MAYS L.S. 6379
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN NO. 389981 BEING NORTH 66'2810" EAST PER RECORDS ON FIi THE OFFICE OEINGENORN 62810 EAST PER
DATUM STATEMENT
ZONE W NAD 8HOWARE BASED ON THE CALIFORNIA COOR
S83)
ALL
LUE)
- FD BRA ROCK, FLUSH AB
FRANK 415FSAND WASHERIE IS RNSON
57'+/- S'LY FROM THE INTERSECTION OF BARTLETT ST. AND S BARBARA AVE., 9.6'+/- EAST WESTERLY CUR
EST. PER CITY OF GARDEN GROVE
124, ACCEPTED AS THE CENTERLIN
INTERSECTION OF SANTA CATALINA
AVENUE AND ST. MARK
DETAIL "D" HEREON
140.00' (140.00' R2)
-FD LEAD AND TACK PER R2,
INTERSECTION OF SANTA
CATALIN
SURVEYOR'S NOTES
•
INDICATES FOUND OCS GPS HORIZONTAL CONTROL STATION
INDICATES
INDICATES 2" IRON PIPE TAGGED "P.L.S. 6379" TO BE SE
OR 8" GEAR SPIKE AND WASHER STAN
OR LEAD TAMPED "P
CONCR
BOUNDARY (DISTINCTIVE BORDER) CORNERS
UNLESS OTHERWISE NO
BELOWINDICATES RECORD DATA PER RECORD NOTED
TRAC 125/31-33
PER TRACT MAP 3575. MM 122/45-49
SURVEYOR'S BOUNDARY NOТЕ
EXTER
THERE ARE NO CONFLICTS WITH EXISTING VISIBLE IMPROVE
UNDARY LINE (DISTINCTIVE
BOUNDARY
MPROVEMENTS
ESTABLISHED HEREON.
JND
(4227.49'
GRID
BASIS
OF
BEARING
10"W
44227.55DE
SANTA CATALINA AVENUE
CALIFORNIA
DECEMBER 2023
EASEMENT NOTES
N EASEMENT EOR BUBLIG ULUTES AND INCIDENTAL PURPOSES INFAVORCOM ORDED 23, 1959 AS BOOK 5028, PAGE 430 OF OFFICIAL RECORDS.
2 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR DECEMBER 23, 1959 AS PAGE 526 OF OFFICIAL RECORDS
FD PUNCH
S NO. 3618
6021363.61
LEY
VI
RLINE
EWOOD 685.8
N3016'24"E
10 D GEAR SPIK
AS
CENTERL Y VIEW
CPS THE 661.47
O.C.S. GPS NO
TR
3575
=30.40',<
R=2226.00
10.4 11.88
R1
=243.57'
R-2226
158.83.
L=243.
56 16*09"
R18R2
-243.59
R=2226.00’
D=06'16'11
SFN, ESTABLISHED BY
CURVE PER R1
10 SFN, ESTABLISH BY
90'00'00" PER R1-
22(140.32
R1)
FD 1" IP DOWN 0.1 NO
REFERENCE
ACCEPTED
AS
POSITION OF PER R1
150
M
12 NOO
N89*45'36"W 1343.80' (1344.01' R2)
203.85' (1204.01'
N89*45'36"W 1076.85' (1077.01' R2)
374.94' (375.00' R2) |
PARCEL 2
AREA=1.287 AC
FDLEAD AND TACK NO REFERENCE, ACCEPTED AS A
PRO
PARCEL 1
AREA=1.737 AC
N0014'24"E 26.00
TR 3575. MM 122/46-49
WEST LINE OF LOT 38 & 48
ISHED PARALLEL TO
ALLEY PER 2
L022
R
357
LOT 437
TR 3624, MM 125/31-33
345.53
R430.00
D-46*02'25"
R1)
SANTA
BARBARA!
-283.33'
D=40
35'04"
-ALLEY
~SF
ESTABLISHED PER TIES IN CITY OF GARDEN
GROVE TB NO 9 PAGE 96, ACCEPTЕ
-ESTABLISHE GARDEN GROVE TB
INTERSECTION OF BAILEY STREET AND AN ALLEY. SEE
DETAIL "B" HEREON
BARBARA
AVE
N89'45'36"W 700.15
7 R1)
SEE DETAIL
(450.47'
FR1)
N06'30'35
BAILE
EY
STREET
ED L.S. 2921 PER R1,
STREET, FLUSH
GARDEN GROVE THE SHEEE AN
20.10 M&
LEY
STREET
LLEY
_"B"
PER CR
DETAIL "C"
SCAL
VALLEY
VIEW
STREET
50.74'
M&R
SANTA BARBARA AVE
SANTA CATALINA AVE
49.9 SANTA BARBARA
FD L, T & T CITY OF GARDEN
ESTABLISHED BY PRORATION
CCEPT
NTERSECTION OF VALLEY VIEW
STREET AND SANTA
DETAIL "D
NOT TO SCALE
GROVE" PER CITY DETAIL ""
GROVE TIE
ACCEPTED AS THE CENTE
CHAPMAN AVENUE
149.83' (150.00' R1)
C
-FD GEAR SPK AND WASHER "LS 5411" FLUSH
PER RS 2011TERNE INTER57/1-2 AССЕРT
CHAPMAN AVENUE AND ASECION
-FD 4-3'0/S MAG NAIL AND WASHER STAMPED "LS
AS THE CENTERLIM-1131, RSB 257/1-2 AССЕРТЕ
STREET AND CHAPMAN AVENСПо
53.37 (1303.37' R1)
SPIKE & WASHER "LS 5411" FLUSH
CR 20 CCEPTE
ERLINE INTERSECTION OF VALLEY VIEW
VALLEY
VIEW
STREET
919.29'
(919.18'
R1)
100