HomeMy WebLinkAbout20046; ROS 20046; ROS 20046; 01-03ROS 17348
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LADWIG DESIGN GROUP, INC.
2234 FARADAY AVENUE
CARLSBAD, CA. 92008 JOB 1091
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MAP 11242
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R.O.S.
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CARL. ADJ PLA
R . T 441
Os 17348
BASIS OF
NB1 °34 145 ,, BEARINGS 11-+---w 2213.45• --------------------------.. ... .... ---....... -------
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MAP 14060
REFERENCE DOCUMENTS
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CARLSBAD ADJUSTMENT PLAT 05-14 RECORDED AS
DOCUMENT NO. 2007-0205887 THRU 2007-0205890
RECORDED MARCH 27, 2007, O.R.
CARLSBAD ADJUSTMENT PLAT 07-24 RECORDED AS
DOCUMENT NO. 2007-0603110 & 2007-0603111
RECORDED SEPTEMBER 13, 2007, O.R.
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MAP NO. 20046
SHEET 1 OF 3 SHEETS
RECORD OF SURVEY OF:
A PORTION OF LOT B OF RANCHO AGUA HEDIONDA (AHR), IN lHE QTY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 823,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, NOVEMBER 16, 1896.
AS SHOWN ON CARLSBAD ADJUSTMENT PLATS 05-14 ANO 07-24
LEGEND
Ill ----INDICATES FOUND 5/8" IRON PIN PER RECORD OF SURVEY 517
e ----INDICATES FOUND 3/4" IRON PIPE, LS 3189, PER RECORD OF SURVEY 17348 U.N.O.
0 ----INDICATES FOUND 1-1/t IRON PIPE, LS 2789, PER MAP 11242
~ ----INDICATES FOUND 1-1/2" IRON PIPE, LS 2789, PER ROS 17348
e ----INDICATES FOUND 1-1/2" IRON PIPE, LS 1344, PER ROS 13994
0 ----INDICATES SET 3/4" IRON PIPE, LS 3189, U.N.0.
U.N.O ----INDICATES "UNLESS NOTED OTHERWISE HEREON"
RAD ----INDICATES RADIAL BEARING
(M&R)----INDICATES "MEASURED AND RECORD PER ROS 17348"
[M&R]----INDICATES "MEASURED AND RECORD PER CARLSBAD ADJUSTMENT PLAT 05-14"
jM&R! ----INDICATES "MEASURED AND RECORD PER CARLSBAD ADJUSTMENT PLAT 07-24
BASIS OF BEARING:
THE BASIS OF BEARING FOR THIS MAP IS A PORTION OF THE SOUTHERLY LINE OF PARCEL 'B',
CARLSBAD ADJUSTMENT PLAT NO. 441 AS SHOWN ON RECORD OF SURVEY 17348.
IE: N81' 34' 45"W 2213.45'
SURVEYOR'S STATEMENT:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE 'MTH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT
THE REQUEST OF BEPTON INVESTMENTS, LLC IN JUNE OF 2007
~e.~· 1/¥t:>8
ROBERT C. LADWIGLS3189
REGISTRATION EXPIRES 6-30-06
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE 'MTH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS I o'dL DAY OF J I\Nv.4A'( ,ZOOS
TERRENCE T. CONNORS L.S. 5099
COUNTY SURVEYOR
REGISTRATION EXPIRES 6-30-09
RECORDER'S STATEMENT:
FILE NO. aca-00131,,qq
Nq.~099
Exp. 6-30-0
FILED THIs 11th DAY oF~JaT111Ja'R,t/ • 200a ATJ.1"d'D'cLocK ~ IN
THE BOOK OF RECORD OF SURVEY MAflS AT PAGE -AT THE
REQUEST OF ROBERT C. LADWIG.
FEE: $12.00 R.F. GREGORY J. SMITH
COUNTY RECORD
BY: d~'i.'i:::~~~4!1:~L __
CAL COORD. INDEX 354-1683
209-060-10&11
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TPOB PARCEL ':...:..A'_
DOC 2007-0205887 ---------------
R.O.S.
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Ros 17348
.. ----58 --TPoa PA BA 2.19• (M&:R)------_ _ ~ ~L •8 , sis o
--..._,_,_. _2001-020~ NB1 '34'45"W F BEARINGS
...._ ~uuo .........._ NB1·01•2o"E 2213.45" (M&:R)
o:' • -.......... 35 -------......::....: RAO
.Id ~~ -5,65' [M&:R] t:-~~~~-::.:-:--~ ..,:"11 -"t ;:-~
MAP NO. 20046
SHEET 2 OF 3 SHEETS
Ros 1734a
----1051 24' [
----· --1051.23']
L G
SCALE: 1•= 100'
LADWIG DESIGN GROUP, INC.
2234 FARADAY AVENUE
CARLSBAD, CA. 92008 JOB 1091
........
N36'56'34"W RAD _ __,/
MAP 11242
~N-8-5-·4-0'16''E 237.25'
lM&R\
FOUND 1" IRON PIPE
RCE 10301 PER ROS
17348-----.._
N26'10'31"W
14.32' (M&R)
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BEARING DISTANCE RADIUS DELTA
N67'35'40"W 44.98'
N33'09' 38"W 90.82'
N87'16' 37"W RAD 51.00'
1400' 5'36'04"
N71 '00'26"W RAD 51.00'
1400' 1'04'01"
N69'56'25"W RAD 51.00'
N33"35'17"W 77.97'
1400' 2'51' 40"
MAP 14060
------------...........
LENGTH
136.86'
26.07'
69.91'
-----....... e
FOUND POINT IS ;>j
N9'52'52"E 0.52' OF _.-/
TRUE CORNER PER ROS
17348-NOTHING SET
M&R
M&R
{M&Rl
{M&Rl
M&R
M&R
[M&R]
[M&R]
[M&R]
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.......... -" 22 --'-. 4.38' (M&;;-:,,
CAL COORD. INDEX 354-1683
209-060-10&11
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TIE POINT
#1
............
............ .......__
--
.......__
SURVEYOR'S NOTE
THE SOUTHERLY LINE OF PARCEL 'A' OF CARLSBAD
ADJUSTMENT PLAT 07-24 LIES IN THE THREADLINE
OF A PERENNIAL CREEK. NO MONUMENTS WERE SET
ON THIS LINE. A CONTROL LINE WAS ESTABLISHED
AS SHOWN AND TIES FROM THIS LINE ARE PROVIDED
TO PERPETUATE PERPETUATE THE ACTUAL ALIGNMENT.
TIE PT #
1
1
1
2
2
2
3
3
3
TIE LINE BEARING/DISTANCE PARCEL CORNER
S43'41 '09"E 156.32' A
S52'19'12"E 229.80' B
S62'12'12"W 312.08' C
N80'34'35"W 17.11' D
N65'46'38"W 173.64' E
N62"08' 30"W 233.11' F
N27'48'56"W 202.86' G
N07'27'29"W 107.12' H
N57'06'37"E 87.54' I
LADWIG DESIGN GROUP, INC.
2234 FARADAY AVENUE
CARLSBAD, CA. 92008 JOB 1091
--
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R.O.S. MAP NO.
51' RIGHT OF WAY FOR COLLEGE
BOULEVARD DEDICATED PER DEED ~ _
DOC 2007-0505881, REC'D 3/27 /07 '-------
51' RIGHT OF WAY FOR COLLEGE
BOULEVARD DEDICATED PER DEED ~ ---
DOC 2007-0505880, REC'D 3/27 /07 "'--------, ----
CARLSBAD PARCEL 'B•
ADJUSTMENT PLAT 07-24
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--
20046
SHEET 3 OF 3 SHEETS
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RAD 01
N85'40'16"E 237.25'_ ~\M::;:&:_:R.!,.} ___ 9'--~:,f
h-.,;_-------
S87'16'J7"E RAD__/
102' RIGHT OF WAY FOR COLLEGE
BOULEVARD DEDICATED PER DEED
DOC 2007-0505884, REC'D 3/27 /07
102' RIGHT OF WAY FOR COLLEGE
BOULEVARD DEDICATED PER DEED
DOC 2007-0505883, REC'D 3/27 /07
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CAL COORD. INDEX 354-1683
209-060-10&11