HomeMy WebLinkAbout24370; ROS 24370; ROS 24370; 01FD MAG NAIL
PER ROS 20978
0
I I-
fs z
FD MAG NAIL
PER PM 20978
NO SCALE
100 200
FD 1"1P
OPEN PER
ROS 20978
~
43.7
(43.9
(43.73'
·:')'?--9>":> ~b,,-~
FD 1"1P
OPEN PER
ROS 20978
20.13'
FD L&D LS 7019
@ 2. 00 OFFSET
PER ROS 22502
RECORD
FD 2.5" DISK PER ~
ROS 17271, PT #121 IZ,
N=2003526.073 ~ 'o '
E=6228352.289 ~ lq ~
ELEV=80.303 NGVD 29 E: ~ 1,-~
--'/. I"?_ 'v, q,._
-----I • .,,-,? (S!
,~
,q i~ , ,.,,
'~ ,~
I '/.
I
I
-------!!_£ LIN£ f,.,, 7,i f~ ~ ------·.s. ~6'~ ~----(5', ,. ... 61 ------,.,,,. ~ ---
N 88'35'13" W 764.17' 764. '
FD 3/4"1P FD 3"1P LS
5819 PER
ROS 18309
LS 5819 PER
ROS 18309
FD 3/4"1P
LS 5819 PER
ROS 18309
FD L&D "DIV HwY'
FD 3/4"1P WITH TACK
PER ROS 18309
PER ROS 20978 \
\ 'cP d'\ ,>
~-y
FD L&D "DIV HWY"
PER ROS 20978
FD L&D LS 4368
@ 2.00 OFFSET
PER ROS 13220
GAP IN DEED CALLS
EXAGGERATED FOR
CLARl1Y HEREON \
0.44'
LOT 2
MAP 2027
.c,i ~'o ,, ,,
~/;:y_,,~ ,, ' ~ , '.1-9)
OF SURVEY MAP
BAStS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA COORDINATE SYSTEM ZONE 6
EPOCH 1991.35 BETWEEN CITY OF CARLSBAD
SURVEY CONTROL STATIONS #119 AND #121
AS SHOWN ON RECORD OF SURVEY 17271.
I.E. N 40·22'26" W
THE COMBINED SCALE FACTOR OF
STATION #121 = 0.999960210
GRID DISTANCE = GROUND DISTANCE X
COMBINED SCALE FACTOR
DISTANCE SHOWN HEREON ARE GRID
5.41'
HE PE
DD
FD MAG NAIL
WITH WASHER
LS 5441 PER
ROS 20978
DD#
2007-0580302
FD 2.5" DISK PER
ROS 1 7271, PT #119
N=2000341.949
E=6231059.679
ELEV=123.774 NGVD 29
DETAIL A
NO SCALE
No.
RECORD Of SURVEY
RECORD OF SURVEY OF A PORTION OF LOT 11
OF ALLEZ AVOCADO ACRES, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO THE MAP THEREOF
No 2027 RECORDED IN THE OFFICE OF THE
SAN DIEGO COUNTY RECORDER.
DESCRIBED IN DEED 2021-0830190, RECORDED
DEC 07, 2021.
SURVEYOR'S ST A TEMENT
SHEET 1 Of 1 SHEET
THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYOR'S ACT AT THE
REQUEST OF MRS DAWN MATZ OF CROSSWARE
D2L~•Ei•;;J201! .~s. 2,~"
CLIVE J. HOPWOOD DA TE
P.L.S. 6800
COUNTY SURVEYOR'S ST A TEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE,.PROFESSIONAL LAND
SURVEYORS A ;r, THIS ~ DAY OF ..J.._,,.E'
,2022
R YMOND L. MA THE
P.L.S. 6185
COUNTY SURVEYOR
LEGEND
( )
( )A
( )B
( )C
( )D
( )E
( )F
( )G
INDICATES RECORD DATA PER MAP 2027
INDICATES RECORD DATA PER PM 20978
INDICATES RECORD DATA PER ROS 23370
INDICATES RECORD DATA PER ROS 18309
INDICATES RECORD DATA PER ROS 22461
INDICATES RECORD DATA PER MAP 4369
INDICATES RECORD DATA PER ROS 23370
INDICATES RECORD DATA PER ROS 22502
DD1 DEED DOCUMENT 1997-0416108,
RECORDED AUGUST 27, 1997.
DD2 DEED DOCUMENT 2021-0830190
RECORDED DECEMBER 07, 2021
DD3 DEED DOCUMENT 2007-05802302,
RECORDED AUGUST 31, 2007
8 FD MONUMENT AS DESCRIBED
8 A FD 2"1P LS 7824 PER PM 20978
■ A FD L&D LS 7824 PER PM 20978
■ B FD L&D LS 7019 PER ROS 22502
■ C FD L&:D "DIV HWYS" PER ROS 18309
0 SET 3/4"1P LS 6800
0 SET L&D LS 6800 AT A 3.00' OFFSET ON
A PROLONGATION OF THE PROPERTY LINE
□A SET L&D LS 6800 IN PAVERS
'¢. MONUMENT SEARCHED FOR NOT FOUND
RECORDER'S STATEMENT
FILE NO. ~07:?2 -70002., 7
FILED THIS 30,_ DAY OF ...)Ut,t€. 2022,
AT \~:~ct O'CLOCK p .M. IN BOOK OF RECORD OF SURVEY
MAPS AT PAGE_:=:::===:::.....AT THE REQUEST OF CLIVE J. HOPWOOD.
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER
FEE: $43.00
~ /
APN: 204-191-08
CCI (27) 358-1665