HomeMy WebLinkAbout24403; ROS 24403; ROS 24403; 01_J
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150.04'
150'
(LINCOLN STREET)
CARLSBAD BOULEVARD
N 3572'02" W 480.23'
{N 35'11'59" W 480.17' R6)
(N 34·33' W 400.14' CALC RI)
{N 3571'59" W 400.16' R4) { 400 R9)
N 35'12'02" W 400.20'
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(50' R1) /
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(50' RI)
50.01'
N 3573'23" W
50.03'
(50' DI)
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(50' DI)
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I 400.13' I
200.10' (220.14 RI)
LEGEND
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(DI) RECORD DATA PER DEED REC. 08/25/1975
AS DOC. 75-227516, O.R.
(D2) RECORD DATA PER DEED REC. 10/12/1981 AS
DOC. 81-357809, O.R.
(RI) RECORD DA TA PER ROS 2298
(R2) RECORD DA TA PER ROS 8648
(R3) RECORD DATA PER ROS 12348
(R4) RECORD DATA PER ROS 13586
{RS) RECORD DATA PER ROS 16521
(R6) RECORD DATA PER ROS 18012
--(R7) RECORD DATA PER MAP 15639 200.07'
(RB) RECORD DATA PER CR 30659
{R9) RECORD DATA PER MAP 775
fR1(0)~ I 1 ;&St&@ SNF SEARCHED, NOTHING FOUND
SNF
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* EXAGGERATED FOR CLARITY
M&R MEASURED AND RECORD
&. FOUND 3" BRASS DISC STAMPED
"LS 6929" IN M-10 MONUMENT PER ROS 16521
• FOUND MONUMENT AS NOTED
0 SET 3/4" IP W/ DISC "LS 8414"
□ SET L&D STAMPED "LS 8414" IN CONCRETE
LI N 50'33'28" E 44.91'
{N 50"31'37" E 44.88' CALC RS)
N 35°13'42" W 400.05' (N35'13'08" W 400.07' R4 & R6)
{N34'03'23"W 468.79 R7) (400' R9)
{N35'13'42"W 468.83' RS) (N35'f 3'08"W 468.83' R6)
N 35°13'42" W 468.86'
---BASIS OF BEARINGS (D GARFIELD STREET
7
SURVEYOR'S NOTE
1. THE DEED FOR THE SUBJECT PROPERTY (D1) WAS WRITTfN AS AN ALIQUOT
POR710N OF THE BLOCK WHILE THE ADJOINER DEED (D2) AT THE NORTHEAST
CORNER OF THE BLOCK WAS 'NRITTEN AS A MEETS AND BOUNDS DESCRIP710N
RESUL 71/VG IN P01fN71AL CONFLICTS. HOWEVER, BOTH WERE BASED ON
RECORD DIMENSIONS FOR THE BLOCK FROM MAP 775. THE INTfNT OF D2
APPEARS TO HAVE BEEN TO SIMPLIFY THE ALIQUOT DESCRIP710N WHILE
MAINTAINING RECORD DIMENSIONS. AS A RESULT, A BLOCK BREAKDOM-1 AND
PROPOR710NAL DIMENSIONS HA VE BEEN HWJ TO REESTABLISH THE
NORTHERLY LINE OF D1 (/.£ SOUTHERLY LINE OF D2).
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LAGUNA DR.
VICINITY MAP
N. T.S. -----
40 20 0
GRAPHIC SCALE
1''"" 40'
*a.OJ'
(M&R)
I
40.00'
I
2s.5' I 14.5'
(26' R2)
--.I
I I
40
RECORD OF SURVEY NO.
L
(JJ
N 35'13'42" W 11.18'
(N 3573'42" W 11.18' RS)
I
SHEET 1 OF 1 SHEET
RECORD OF SURVEY
BLOCK 6, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA 1f OF CALIFORNIA ACCORDING TO
MAP THEREOF NO. 775 RLED IN THE OFRCE OF THE COUNTY RECORDER OF SAID COUNTY ON
DECEMBER 15, 1894.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF GARRWJ STREET PER ROS 16521,
I.E. N 3573'42" W
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC710N IN CONFORMANCE
WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF SAINT
MICHAEL'S CHURCH IN DECEMBER 2019 AND APRIL 2022.
BOUNDARY/ MONUMENT NOTES
(D FOUND STREU WELL MONUMENT WITH 3" BRASS DISC STAMPED "LS 6929" PER R4 & RS.
ACCEPTED CENTERLINE INTERSECTION GARFIELD ST. AND BEECH AVE.
(f) FOUND MAG NAIL W/ WASHER STAMPED "LS6788" PER R7. ACCEPTED AS POINT ON
CENTERLINE OF BEECH AVE., 50.00' NORTHEASTERLY OF INTERSECTION WITH CARLSBAD
BLVD. (SEE R2, R6 AND ROS 12348)
Q) ESTABLISHED BY INTERSECTION. HELD 50.00' FROM (f) .
@ FOUND STREET WELL MONUMENT WITH DISC STAMPED "LS 6929" PER RS. ACCEPTED AS
CENTERLINE INTERSECTION CARLSBAD BOULEVARD AND CHRISTIANSEN WAY.
@ FOUND STREET WELL MONUMENT WITH 3" DISC STAMPED "LS 6929" PER R5. ACCEPTED AS
CENTERLINE ANGLE POINT CHRISTIANSEN WAY.
@ FOUND STREET WELL MONUMENT WITH 3" DISC STAMPED "LS 6929" PER RS. ACCEPTED AS
CENTERLINE INTERSECTION GARFIELD STREET AND CHRISTIANSEN WAY.
(J) SNF. HELD 11.18' (CALC) PER R5 FROM@ TO ESTABLISH ORIGINAL CENTERLINE
INTERSECTION GARFIELD STREET AND CHRISTIANSEN WAY.
@ FOUND 3/4" IRON PIPE DOWN 1.0', OPEN. S 64'48'57" W 1.62' FROM TRUE POSITION. NOT
ACCEPTED. SET 3/4'' x 18" IRON PIPE WITH ALUMINUM CAP STAMPED "LS 8414".
@ FOUND 3/4" IRON PIPE, OPEN. N 35'12'02" W 0.05' OF TRUE POSITION BASED ON BLOCK
BREAKDOWN.
@) FOUND 3/4" IRON PIPE, OPEN. N 35'12'02" W 0.07' OF TRUE POSITION BASED ON BLOCK
BREAKDOWN.
@ SNF MONUMENT PER ROS 2298. ESTABLISHED BY PRORATION. SET 3/4" x 18" IRON PIPE
WITH ALUMINUM CAP STAMPED "LS 8414".
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ::TL( DAY~ j~~ ,W2
RAYMOND L. MATHE, PLS 6185
COUNTY SURVEYOR
RECORDER'S STATEMENT
RLE NO. 202'2.-1000360
FILED THIS 2~-th. DAY OF JY L'-1 ,2022, AT II: II O'CLOCK A .M.,
IN BOOK OF RECORD OF SURVEY MAPS, AT PAGE~=:::, AT THE REQUEST OF DEYAN PANT/CH.
Pflc:>NiNB U f1.C.. ERNEST J. 9RQ~.'fN!iif~. JR.
BY: Cffe DEPUTY COUNTY R~
COUNTY RECORDER
FEE: $ 43.00
CALIF. COORD. INDEX: 2003-6224 (NADB3)
APN: 203-143-01, 02, 06 & 01