HomeMy WebLinkAbout25238; ROS 25238; ROS 25238; 01RECORD OF SURVEY MAP NO. '2. S 2 ~ i
SCALE: 1" = 200'
~~~~=l~~=~~~~ •••• : 0 200 400 600
REFERENCES
R1 -ROS 1211
R2 -ROS 10774
R3 -MAP 12411
R4 -MAP 12658
R5 -ROS 13348
R6 -DOC. NO. 1989-0346183, REC. 06/29/1989, O.R.
FOUND MONUMENTS
0
0
0
FOUND 2" IRON PIPE "RCE 29375", NO RECORD,
ACCEPTED AS THE NW 1/4 114 CORNER
FOUND 2" IRON PIPE "LS 1344" PER ROS 1211
FOUND 2" IRON PIPE "LS 5292" PER ROS 10774
FOUND M10 "LS 5894" PER ROS 13348
0 FOUND M10 "LS 5894"NO RECORD, HELD AS
CENTERLINE MONUMENT PER MAP 12411
0 FOUND M10 "LS 5669" PER MAP 12411 (CERTIFICATE
OF CORRECTION DOCUMENT NO. 1997-0213842
RECORDED MAY 08, 1997).
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM, NAO 83 (CCS83)
EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A
LINE BETWEEN FIRST ORDER CONTROL STATIONS
CLSB-045 AND CLSB-068 BEING A GRID BEARING OF
N 21°10'23" E AS DERIVED FROM GEODETIC VALUES
SHOWN ON RECORD OF SURVEY 17271, CITY OF
CARLSBAD SURVEY CONTROL, FILED ON FEBRUARY 8,
2002 AS FILE NUMBER 2002-0112862 IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY.
QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS
MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
DISTANCE SHOWN HEREON ARE IN GRID UNLESS
SHOWN OTHERWISE.
THE COMBINED SCALE FACTOR AT POINT 'A' IS
0.99995614.
GRID DISTANCE= GROUND DISTANCE X COMBINED GRID
FACTOR ELEVATION AT POINT 'A' IS 129.48 [NGVD29].
VICINITY MAP
::::!: ..-1'-
LUN
Zz
u. 0 0-
-tj-1-_ o
...... UJ
LU Cf)
Cf)
l
1 NW 1/4 OF NW 1/4
N 89°28'09" W 1340.33'
.~ I I
(N 89°59'10" W 1340.78' R1) (N 89°27'36" W 1340.40' R2) (N 89°27'01" W 1340.33' R3)
0S N 1/2 N1/2 SW 1/4 OF NW 1/4 oS f I I ~r--~
nv ~ / '\-SECTION 26 t;;
~ ~ / N ~ co
'/ 0::: ro
N a::
LO ro
-,i (Y)
0) (Y)
s
N N N ~ 0 0
6
s m 'Sf' N ~ 0 0 0
z
ID ID ~ LO ..-..-
(Y) ..-
~
~ ..-
0:::
C")
LO ..-..-
(Y) ..-
s
b 30'
LO (0 ..-
0 .,...
0
w1 z <(
6 _J
<(
N U)
<.D 0 .,... 0::: ,,....
(Y) ..-
co ~
s <Cl
m "SI" N 'Sf' 0 0 0 z
..-
0)
i--: N (Y)
I
s ---
N ~ l.O l.O <.D
N -er.: o_ ~'3", r-. Nr-
(Y) N
~
v~~/ SEE DETAIL 'A'
, ' BELOW
<
s m :I" \ N
\ I~ \ z
PARTNERSHIP GRANT DEED
DOC. # 88-468042
REC. 09/16/1988
N 89°25'19" W 1338.39'
S 1/2 N 1/2 SW 1/4 OF NW 1/4
(AL TERNA TE LOCATIONS MAY EXIST
DEPENDING ON INTERPRETATION)
DOC.# 1990-0277587 O.R.
REC. 05/21/1990
N 89°22'29" W 1336.45'
(N 89°22'02" W 1336.43' R2)
N 1/2 S 1/2 SW 1/4 OF NW 1/4
DOC.# 1990-0277586 O.R.
REC. 05/21/1990
+ s m-:1"8 ~ i--: o N 0 (Y)
0
z ~-SNF
-;;; er.:
;:....
OC)
(0 ro ~
.,-
0,
<O c;O 0)
(Y)
~ i--: l.O ;:.... <O 0)
I co N \ (")
POINT'S'
s
1D c
~
N 0 0 0 z
-N ~ a::
I.() in
M~
..-~ s~
t: s
N •
f.J~ 0 ...-ON zo 0 z
s
i:!)
l.O (0
l.t'.)
0 0 0 z
::::!: ......
~ z
u.
0
::::!: ......
LU Cf)
CLSB-068
N: 198633117
E 6247621.63
~-EL 268.53 [NGVD29]
~
I \'a; z ,-:,o (0 0) f \._,.;
<Q ~
'o~ I E -;§_
+9 POINT'S'
N 1982052.93 i..,./ E 6247228.51
LOT 91
MAP 12658
T ~ EL 194.13 [NGVD29]
t;9 • a::
';:: (? ~-fl _j~
I __....., g~ ' __..-@-~ 59° A~ O POINT 'A'
CLSB-045 --255s:70' (GRID) N 1982732.62
N: 1981441.14 E: 6247936.41
E: 6245727.56 EL: 143.93 [NGVD29] EL: 11428 [NGVD29]
BASIS OF BEARINGS
NOTTO SCALE
;;-SNF
UNE TABLE
BEARING
L 1 -N 89°19'38" W
(N 89°19'43" W
L2 -N 00°49'14" W
(N 00° 42'22" W
L3-N 55°55'13" W
(N 55°56'00" W
L4 -N 46°08'34" W
(N 46°10'00" W
L5-N 00°22'17'' W
(N 00°20'22" W
L6 -N 86°27'24" W
(N 86°27'24" W
L7-N 46°08'34" W
(N 46°10'00" W
CURVE TABLE
DISTANCE
14.92'
15.00' R6)
19.25'
18.80' R6)
416.29'
416.30' R3 & R6)
95.79'
95.89' R3 & R6)
35.35'
35.35' R3)
250.79
250.79 R5)
165.74'
165.83' R3)
DISTANCE RADIUS DELTA
C1 -L=307.73' R=320.00' 0=55°05'59"
R=320.00'
SW COR OF SEC ~\ ,o',il
TOP OF PIPE~ \V
N 89°19'38" W i334.51'-+--
. N 89°19•3s•w 1349.43' -+--
1
C2-
C3-
(L=308.45' 0=55°13'38" R3 & R6)
L=73.38' R=430.00' 0=9°46'39"
(L=73 30' R=430.00' D=9°46'00" R3 & R6)
L=30.57' R=20.00' D=87°34'16"
PLSA
PlSAENGINEERING.COM PLSA4092
CUT-OFF ~
LYING ON GROUND
L=31.83'
R=350.00'
0=5°12'37"
DETAIL 'A'
NOTTO SCALE
s m-:1"8 I N •
;!'~ I g (Y)
z
t
C4-
C5-
C6-
C7-
C8-
C9-
(L=30.56' R=20.00' D=87°33'10" R3)
(L=30.56' R=20 00' D=87°32'53" R6)
L=794.45' R=1151.00' D=39°32'49"
(L=794.36' R=1151.00' 0=39°32'33" R3)
(L=794.29' R=1151 00' D=39°32'20" R6)
L=336.58' R=350.00' 0=55°05'59"
(L=337.36' R=350.00' 0=55°13'38" R3 & R6)
L=68.26' R=400.00' 0=9°46'39"
(L=68.18' R=400.00' 0=9°46'00" R3)
L=61.54' R=1100.00' 0=3°12'20"
(L=61.54' R=1100.00' D=3°12'20" R3)
L=954.28' R=1100.00' D=49°42'20"
(L=954.28' R=1100.00' 0=49°42'20" R3)
L=1015.82' R=110000' 0=52°54'40"
(L=1015.82' R=1100.00' 0=52°54'40" R3)
SHEET 1 OF 1 SHEET
LEGAL DESCRIPTION
THE S 1/2 OF THEW 1/2 OF THEN 1/2 OF THE S 1/2 Of THE NW 1/4 OF SECTION
26, TOGETHER WITH THEN 1/2 OF THE S 1/2 OF THE SW 1/4 OF THE NW 1/4 OF
SECTION 26, TOGETHER WITH THOSE PORTIONS Of THE S 1/2 OF THE S 1/2 OF
THE SW 1/4 OF THE NW 1/4 AND OF THE NW 1/4 OF THE SW 1/4 OF SECTION 26,
TOGETHER WITH A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 27,
(MORE PARTICULARLY DESCRIBED IN GRANT DEED RECORDED JUNE 29, 1989,
DOCUMENT NO. 89-346183 OFFICIAL RECORDS). ALL IN TOWNSHIP 12 SOUTH,
RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
NOTE
FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION
(b), PARAGRAPH (4).
LEGEND GPS CONTROL STATION
4t FOUND MONUMENT AS INDICATED
( ) RECORD BOUNDARY DATA AS INDICATED
@ SET 2" X 18" IRON PIPE AND DISK LS 9323
SNF SEARCHED, NOT FOUND
EST ESTABLISHED
PROPERTY LINE
RIGHT-OF-WAY LINE
CENTER LINE
--ADJOINING PROPERTY LINE
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF HMC
ARCHITECTS ON SEPTEMBER 19, 2023.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECT!Qt! 8766 OF THJ=
PROFESSIONAL LAND SURVEYORS' ACT THIS JS DAY OF lfr.R,Jf-. , 20~
BRYAN tBRADWA Y, PLS 8384 •
FOR THE COUNTY SURVEYOR
RECORDER'S CERTIFICATE
FILE NO. '2.024. -7000 \ fo~
lilU,'f!! LS 8384
FILED THIS \~1".t DAY OF. At>iUI.. , 2024, AT 10:"5; O'CLOCK AM
IN BOOK OF RECORD OF SURVEY MAPS AT PAGE ___ _
AT THE REQUEST OF MAXIMILIAN LEBL.
FEE$ 54.00
JORDAN Z MARKS
COUNTY RECORDER
BY~i~
DEPUTY COUNTY RECORDER
APN: 215-050-74 CCI: 342-1683