1993-563867 ' 1 4290
R • MAP NO*
' 3
SHEET 1 OF 2 SHEETS
) � LEGEND SATE LEGAL DESCRIPTION
#. - 12 TH. INDICATES FOUND MONUMENT AS NOTED W STREET RECORD OF SURVEY OF LOTS 1 THRU 12
OF CITY OF ENCINITAS TRACT
� f NO. 88 -209, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
INDICATES FOUND 3/4" IRON PIPE WITH DISC STAMPED "RCE 32031" PER > cn CALIFORNIA, ACCORDING TO MAP THEREOF NO. 12868,
FILED IN THE OFFICE OF
MAP NO. 12868 JACK 2,260'± THE COUNTY RECORDER OF SAN DIEGO COUNTY ON SEPTEMBER 30, 1991.
Q INDICATES SET 3/4" IRON PIPE WITH DISC STAMPED "RCE 32031` EL CAMINO DEL NORTE .
-------- �--- -- INDICATES ORIGINAL PROPERTY LINE *BOUNDARY ADJUSTMENT p
. W NOTE
INDICATES PROPERTY LINE CERTIFICATE OF COMPLIANCE RECORDED 6 -22 -93 AS F/P NO. 93- 0393436 PLAT
(R) INDICATES RADIAL LINE VICINITY MAP NO. 92 -175 BA
• -- -�-- •---- INDICATES ORIGINAL SUBDIVISION BOUNDARY NO SCALE
Q INDICATES SET A LEAD AND DISC STAMPED "RCE 32031 BASIS OF BEARINGS
0/S INDICATES OFFSET BASIS OF BEARINGS FOR THIS MAP IS THE SOUTHERLY BOUNDARY LINE OF CITY
OF ENCINITAS TRACT NO. 88 -209, ACCORDING TO MAP NO. 12868.
I.E. N 729'21" W. SAID BEARING AND THE BEARINGS SHOWN HEREON ARE IN
TERMS OF THE CALIFORNIA COORDINATE SYSTEM 27 ZONE 6. QUOTED BEARINGS
NOTES: FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
A) LOT CORNERS AND POINTS OF CURVE ALONG THE SIDELINES OF THE 40' PRIVATE
ROAD EASEMENT PER MAP NO. 12868 (SANTA FE VISTA COURT), SET A LEAD do
DISC STAMPED "RCE 32031" ALONG AN EXTENSION OF THE LOT LINE AT AN PURPOSE OF SURVEY
OFFSET OF 7.00' (UNLESS OTHERWISE SHOWN ON THIS MAP) IN THE ROLLED CURB.
THE OFFSET SHALL BE MEASURED RADIALLY, OR AT RIGHT ANGLES TO THE PRIVATE THE PURPOSE OF THIS SURVEY IS TO MONUMENT PROPERTY LINES
ESTABLISHED
ROAD EASEMENT LINE.
BY VARIOUS BOUNDARY ADJUSTMENTS.
B) LOT CORNERS AND POINTS OF CURVE ALONG LONE JACK ROAD RIGHT OF WAY
PER MAP NO. 12868, SET A LEAD do DISC STAMPED "RCE 32031" ALONG
AN EXTENSION OF THE LOT LINE AT AN OFFSET OF 9.75' IN THE ROLLED CURB.
THE OFFSET SHALL BE MEASURED RADIALLY, OR AT RIGHT ANGLES TO THE RIGHT ENGINEER STATEMENT
OF WAY LINE.
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER 'MY DIRECTION
IN CONI ORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE
REQUEST OF ROBERT CHILDERS ON 6- 16 -if3.
W JORGE H. PALACIOS, R.C.E. 32031
cc ND. =31 '° EXPIRATION DATE: 12 -31 -96
* E) -Jt-
COUNTY SURVEYOR "S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND
SURVEYOR'S ACT THIS ?-q t - DAY OF AUG U A T , 1993
PHILIP J. GIURBINO, L.S. 4424
COUNTY SURVEYOR �p U`ND SU,
oo
0
No. LS4424 �
v'J, Elp- 94!s
�c
7�
RECORDER'S STATEMENT
FILE NO. - Sb 3867 uST 93
FILED. THIS DAY OF 19
AT 90. M., IN BOOk OF RECORD OF SURVEY MAPS AT PAGE _ � ��� AT
THE REQUEST OF J.H. PALACIOS.
ANNETrE EVANS Lu4k
COUNTY RECORDER DEPU COUNrrREC6PDER
FEE $ 7.00 R.F.
S 1.00 M.F.
Prepared by JP ENGINEERING, INC. s 8265 -A VICKERS ST., SAN DIEGO, CA 92111 • TELEPHONE (619) 569 -7377
. t
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Tow
JP ENGINEERING, INC. A.P.N. 264-- 152 --51 7HR 62 r CALIF. COORD. INDEX - 322-1701
1.4290
_* I.P. S . -
FOUND 2 SHEET 2 OF 2 SHEETS
STAMPED "RCE 32031"
PER MAP NO. 11532
COUNTY OF SAN DIEGO PARCEL MAP NO. 10045 P. M. 9328
TRACT NO. 3967 PARCEL 4 PARCEL 3 PARCEL 2 PARCEL 1 PARCEL 3
MAP NO. 11532 LOT 39
S 15 W 742.85' '
218.87' 219.33' -- ;' 159.74' - 144.91' T
3 BOUNDARY ADJUSTMENT 3 r f 3 f
o ; + PER CERTIFICATE OF • FOUND 1 2 IRON PIN
COMPLIANCE REC. 6 -22 -93 o iv , STAMPED 'LS 3788'
t N80 "W (R) o � � AS F/P NO. ,J3- 0393436. N ; •° '�
5 N74'48'51"W� .1 o; ry"�� PLAT N0. 92 -175 BA (0 ' rn PER P.M. 9149
g 5.58' �
/ ; 2
N85 34 - 11 "W (R) P ti /ip „� o
i
IV
" �; •' C3 i 5' 0/S r 1 EXISTING PRIVATE ROAD °'
119'5313 C -.� 0/S
R = 44.00 LQ - AND E ASEMENT
r. 35 ? • MA IN TE NANCE S.9 E
l = 92 .07' ' Z 7 pis ?' S �,�: REC. 10- -8 -92, F/P NO.
` 54. C9 Q�43 • " 92- 0640737 O.R. p� �O •
N 09'55'07. E (R) 206• 8 30 Op C`
162.54' 5 ' 00 q 7' O/S C � SANT ° ° ��8' �'�' EXIST. PRIVATE ROAD ESMT. ry , �'` cc
/S 1� A OVER ALL OF LOT 12 PER
i
g • ' 0/ X32 X93 MAP NO. 12868 0�
A =87'13'21' 164
R-18 °' + ss � F. \ 4, ! GL
R- 4.4.00' 5' 0/S bj .
L- 66.98' v' 9 S.
Z 10 ' N37'04'1 I "W(R ) s ?� !O ! ?S \• '� 'ti 23 $8 "' x
�
0 � 'f � � 7 0/S � \ � ��?• 15.00' N057.504° W
.� o f EXIST. SEWER EASEMENT c9
F 6•�,- c1 0
a-- z o -1 Z Z OVER ALL OF LOT 12 GRANTED �• �� 7' 0/S •52'� �'
Q OD , TO CARDIFF SANITATION DISTRICT 0 0' • .. , C1 N15� 1 »
PER DEED REC. 11 -30 -90 AS SCALE. 1 X50
(j) f F/P NO. 90- 611710. O.R. . 3' S
• 83 S p C EXIST. WATER EASEMENT OVER ALL
N 0$ �� ,) g6' •�' •O o� OF LOT 12 GRANTED TO OLIVENHAIN •
•� MUNICIPAL WATER DISTRICT PER MAP r1
•
N 12'4146 E 217.31' 8 .38 . S 37'04'11" / �h ir0 s. NO. 12868. ^
20.00
t� '
� N01'47'16 "W (R) }
p+ i' N37'0411 " W(R) / 8.00 EAST. MAIL 80X KIOSK `
�� O �0 �
OUNDARY ADJUSTMENT �' +`�N
or * 0 D MAINTENANCE EASEMENT
PER CERTIFICATE OF \ REC. 10 -8 -1992 AS F/P
000MPLIANCE REC. -22 -93 2 ° O� v�N N NO. 92- 0640737, O.R. 3
G Q AS F/P N0 43--0393436, t$ ` o. " M 0L
"j '0044 ^ �p.` a PLAT NO. 92 -175 BA � o * yiR =228 4 21
R\ ,- n x S09 1-r 0 5 -W(R) L =44.06' �
N � �� 8.00 �° CURVE DATA
.-
� � v oc A- 02'31'55" � cc 17.50 ,� Z i,w Nit 49 00 E R 9.72 CURVE RADIUS LENGTH
DELTA
Z n 43.92 N z
7 w L,�11Q.50 " L w (RI C1 220.00' 43.00' 11'11'55"
N7T18'14 W 6-03' 07 08 �� AF-03' 27'12" C7 04732411 W (R� 180.23 C2 20.00 15.73 45'04'10
85.17 C6 141.07 N72'56'35 "W C3 44.00 17.50 22'4717
' 9.76' R =2030 L6232.86 "
6' 34 20 � Sib 35 • 49 W - 9.75 0/S 265.40' 9.75' C4 44.00 39.94 52"0016
228.81 2 31' .75' 0/s 9. fi 9.75 0/S ' 0473 -2 - 1
W(� 0/S 39.16 ROAD o C5 20.00 20.87 59'47 35
N 10'01 2 E X06 ` 34' 20" R =2000' L =229.41 - `- 9.75 0 S .25 0473'24'11 "W 3 0.0 0' ,4y °
N C6 20.00 33.92' 97'10'51
JACK - 85.17' 179.99' C7 20.00' 29.75' 85'13'11"
N72`59'21 "W N LONE 9.75 0/S S 16'35'49" W 265.16' N C8 200.00' 39.09' 11'11'55"
9.82 N n° 10 249.99' ,, '01'29" E X06' 34' 20" R=1970' L-225.97'-- 9.75 0/S C9 200.00 j 18.52' 0518'22"
gel
QF04' 49'38 L- 165.97' S 16'35'49" W 264.92' N72'56'35 "W
04
253.67' N62'47'23'W 10.11' y) 9.75'
N72'59'21'W N 10'01' E N79'S8'31"W R) 3 LN78 *13' 4 9"W
9.82'
A- 01'4442" ;a I
10 L- 60.00' N ; r--. 11
m
294.00'
448.38' .� sow em� OEM w
mom don ��- N 15'11'05" E 708.99'
WITH D.
I I' CO. SURVEYOR'S BLOCK 83 COLONY OLIVE NHAIN MAP NO. 325 FOUND STAMP LP. E 1 "
TAG PER MAP 040. 11532, PER M NO. 12868
. 8
Prepered by JP ENGINEERING. INC. + 8265 -A VICKERS ST.. SAN DIEGO, CA 92111 • TELEPHONE (619) 569 -7377
JP ENGINEERING, INC. ARM 26+-152-51 TMRU 62 CALIF. COORD. INDEX 322 -1701
A