2017-7000160r�
o
Z
°O
N
011
"POINT 1023"
0.
FOUND FIRST ORDER MONUMENT
43.
�?
2 -INCH DISC STAMPED 134WCCS2 IN
EAST
MEDIAN ISLAND OF LEUCADIA BLVD
rn
141 FEET + \- WESTERLY OF LEFT
z�
TURN ISLAND GORE NOSE AT QUAL
w
GARDENS DRIVE AS SHOWN ON ROS
J
18416
-
N= 1,968,950.35
E= 6,246411.89
PER
NAVD88 ELEV.= 320.42
I N v-
C.S.F. 0.99995526'
r�
o
In
°O
SECTION OF
LO00
o
iN N
V J
r-1N
{ocD
EAST
N00
to
04
N
co .�
z�
r �
ON
wr
z
Q
LINE OF THE
°O
SECTION OF
W
o
iN N
V J
NW1 /4 NW1 /4
{ocD
EAST
o
to
04
N
co .�
SECTION OFw
r �
THE
wr
w
SE1 /4
T_ to
I ;n -
PER
ROS 17435
I N v-
O N
z0
vz
I
I
I
FD 1 "I P W /DISC
�
STAMPED LS4368
PER ROS17435
I
O° o
rn
It Sri
r d-
r
w
=w
'Lo
�p,
O N
zzo0
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FD 1 "IP W / DISC
STAMPED LS4368
PER ROS17435
A-
A9,,
F
�sA
s
>>� R?-.,
"POINT 1002"
FOUND FIRST ORDER MONUMENT -
3 -INCH BRASS DISC IN 8 "X8" CONCRETE
PAD STAMPED "WHITE 1938" AS SHOWN
ON ROS 18416
N= 1,974,351.24
E= 6,243,507.77
NAVD88 ELEV.= 313.68
C.S.F. 0.99995442'
bi
cV 00
�U-)
(o
SITE o LO
z
FD PIN AND CAP NO RECORD
FOUND ACCEPTED AS WEST
LINE OF THE SUB SECTION
OF THE NE1 /4 SE1 /4
NW1 /4 NW1 /4
14.42' 166.22'
N88052'58 "W 166.23'
POINT A
00'08'46.64"
� o
D =
o
CONVERGENCE ANGLE
AT POINT A"
N88.52'58 "W 347.71'
(N89- 35'43 "W 328.91'
N88'52'58 "W 328.91
�•i
14.42'
co
N
�
o
to
N88'52'58 "W 166.27' !j 4s*
LO
LO
N
:-
z
"POINT B"
FD 2 "IP W /DISC
STAMPED LS3663 PER
MAP No. 10140
181.49'
77
126'
162.69
Izz
1%-.1
r. SEE BOUNDARY LINE AGREEMENTS I
o RECORDED , i
0 (N89'36'06 "W 329.00') 12/17/01 AS DOC NO. 2001 - 0924614 �
N88 53 21 W 329.00 12/17/01 AS DOC NO. 2001- 0924615
166.31' „ 181.82' �
N88053'21 W 348.12
(N89'36'06 "W 348.18') 26'
'- WEST LINE OF THE
SUB SECTION OF
THE NE1 /4 SE1 /4
NW1 /4 NW1 /4 PER
MAP 10140
APPROXIMATE
LOCATION OF
SEEMAN DRIVE.
ROS 17435
(N89036'06 "W 348.54')
N88.53'16 "W 348.49'
EAST
LINE OF THE
°O
SECTION OF
THE
o
iN N
SE1 /4
NW1 /4 NW1 /4
{ocD
EAST
LINE OF THE
SUB
SECTION OFw
It w
THE
N1/2 NE1 /4
io) o
SE1 /4
NW1 /4 NW1 /4
I ;n -
PER
ROS 17435
I N v-
Izz
1%-.1
r. SEE BOUNDARY LINE AGREEMENTS I
o RECORDED , i
0 (N89'36'06 "W 329.00') 12/17/01 AS DOC NO. 2001 - 0924614 �
N88 53 21 W 329.00 12/17/01 AS DOC NO. 2001- 0924615
166.31' „ 181.82' �
N88053'21 W 348.12
(N89'36'06 "W 348.18') 26'
'- WEST LINE OF THE
SUB SECTION OF
THE NE1 /4 SE1 /4
NW1 /4 NW1 /4 PER
MAP 10140
APPROXIMATE
LOCATION OF
SEEMAN DRIVE.
ROS 17435
(N89036'06 "W 348.54')
N88.53'16 "W 348.49'
EAST
LINE OF THE
SUB
SECTION OF
THE
N1/2 NE1 /4
SE1 /4
NW1 /4 NW1 /4
PER
MAP 10140
27.71'
(27.69')
FD 2 "IP W /DISC -
STAMPED LS3663
PER MAP 10140
1
rn
r+
z
ul
I
I
I
N
r
ROSNo.
SI TE
w
o CK
o! o
Q z
J �
W w
0 w
�n PC'
VICINITY MAP
NTS
LOT 169
S.N.F.
SURVEYOR'S NOTE
1. DIMENSIONS FOR THE N1/2
NE1 /4 SE1 /4 NW1 /4 NW1 /4
HELD RECORD PER ROS 17435
LOT 170
S.N.F.
00 w0 co
4 Lo
CO o o° o°
oLO LO
ww w
N O to
r
a, an V-
to
000
zzz
%%-.e u
MAP 10140
LOT 171
S.N.F.
LOT 172
-- FD 1 "IP W /DISC
STAMPED LS4368
PER ROS17345
WESTERLY LINE OF MAP
10140 AND EASTERLY
LINE OF RELINQUISHMENT
G)oo
REC JUNE 14, 1979 DOC
q- d ID 79- 246283 O.R.AS
rT- SHOWN ON MAP 10140
�-- S.N.F.
LOT 173
FD 1 "IP W /DISC
STAMPED LS4368 Q
PER ROS17345 n
"POINT A"
FD 2 "IP W /DISC
STAMPED LS3663 PER
MAP No. 10140
S. N. F.
' N89'03'15 "W
13.00'
(N89-46'52 "W)
(12.97')
40 20 0 40 80 120
SCALE: 1 " =40'
22404 I
SHEET 1 OF 1 SHEET
LEGAL DESCRIPTION:
THE EAST 162.69 FEET OF THE NORTH HALF OF THE
NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT
THEREOF AS DESCRIBED IN DEED DOCUMENT No.
87- 371170 RECORDED ON JULY 2, 1987 IN THE OFFICE
OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY.
LEGEND
( ) RECORD DATA ROS 17435
[ ] RECORD DATA MAP 10140
0 POINT FOUND AS NOTED
O SET 3/4" IP WITH DISC STAMPED LS 7130
UNLESS OTHERWISE NOTED
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM CCS83, ZONE 6, EPOCH 2004.0 AND IS
DETERMINED BY STATIC G.P.S. MEASUREMENTS TAKEN ON MARCH 28,
2016 AT POINTS "A" & "B" AS SHOWN HEREON. THE POINTS WERE
ADJUSTED TO G.P.S. STATION CONTROL POINT 1023 AND G.P.S. STATION
CONTROL POINT 1002 PER ROS 18416 N 01' 19' 12" E BEARING A -B:
QUOTED BEARINGS FROM NEFERENCE MAPS OR DEEDS
MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
THE COMBINED SCALE FACTOR AT POINT "A" IS 0.099995395
GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR.
ELEVATION AT POINT "A" IS 377.36 (NAVD 88)
POINT "A" POINT *B
N: 1962543.98 N: 1963044.43
E: 6249650.41 E: 6249661.94
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 SURVEYOR'S
ACT AT THE REQUEST OF JOHN EARDENSOHN ON JUNE
18, 2016.
BY:
JA mt A. TAYNOR, I L
Y Lam\
o
No.7130
it Exp. 12/31 /2018 i}
oatn 7nsizois uo�
Oc �P��
COUNTY SURVEYOR'S STATEME
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 87 OF THE PR5EW ONAL, LANp SURVEYORS
ACT THIS 1J�� DAY OF 20 iZ .
TODD #rf TMAS P.L.S. 7131 FOR OUNTY SURVEYOR
n� \
No.7131
E x • p / / 1J
06 30 20
�F C � -
RECORDER'S STATEMENT
FILED THIS DAY OF _ MAY 2017,
AT 3_,�Z�.M. IN BOOK _ OF_ �_
AT PAGE _, AT THE REQUEST OF JAIME TAYNOR
FEE: $10.00 F1L£N0. Z011- i0001(oD
ERNEST J. DRONENBURG, JR.
BY� - COUNTY RECORDER
DEPUTY COUNTY R.RCORDER
CALIF. COORD. INDEX 318 -1683 (CCS27)
ACCESSORS PARCEL NO. 259 - 131 -53