1991-45877 RECORD OF SURVEY w
SHEET 1 OF 3 SHEETS _
ENGINEER'S NOTE: LEGAL DESCRIP TIO
THE PROCEDURE UTILIZED TO REESTABLISH THE PROPERTY LINES SET RECORD OF SURVEY OF PARCEL 3 OF PARCEL MAP NO. 2430 TOGETHER
FORTH BY PARCEL MAP 2430, ROS 2385, AND ROS 9548 WAS AS FOLLOWS: WMTH A PORTION OF THE SW 1/4, NW 1/4, OF SECTION 14 AND
THE SE
1/4, NE 1/4 OF SECTION 15, T13S, R4W, SOM. IN THE CITY OF ENCINITAS,
1. WE OCCUPIED AND REESTABLISHED THE CENTERLINE OF COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
E ENCINITAS BOULEVARD AS DISCLOSED BY PM 2430 AND CORNER
RECORD NO. 4401. THIS CENTERLINE BECAME OUR BASIS OF BEARINGS.
2. WE THEN REESTABLISHED THE EASTERLY LINE OF SECTION 15 PER ROS NOTE : CERTIFICATE OF COMPLIANCE FILED MARCH. 21 1986 -'
2254 BY LOCATING THE EAST QUARTER CORNER OF SECTION 15 AND THE AS F/P NO. 86- 109839. O.R. (COUNTY OF SAN DIEGO)
CERTIFICATE OF COMPLIANCE FILED JANUARY, 2, 1991
NORTH EAST CORNER OF SECTION 15. ALTHOUGH PM 2430 ACCEPTS THE AS FILE'N0. t99t- 0000342 O.R. (CITY OF ENCINITAS)
LOCATION FOR THE NE CORNER OF THE SE 1/4, NE 1/4, OF SECTION 15,
WE HAVE DETERMINED THAT THE FOUND MONUMENT IS OUT OF POSITION, f
THE FOUND MONUMENT WAS RESET BY THE COUNTY SURVEYOR ON 1/30/68;
SEE SAN DIEGO COUNTY FIELD BOOK R458. PAGE 470 LEGEND
f INDICATES : FOUND LEAD AND DISC AS NOTED
3. WE REESTABLISHED THE SOUTHERLY LINE OF THE SE 1/4, NE 1/4 OF r
SECTION 15 PER ROS 2254. INDICATES : FOUND STREET SURVEY MONUMENT AS NOTED
` 4. WE REESTABLISHED THE SOUTHERLY LINE OF PM 2430 BY
PROJECTING A LINE THROUGH THREE FOUND POINTS. ONLY TWO OF WHICH INDICATES : FOUND OTHER POINTS AS NOTED
WERE FOUND TO BE ON -LINE PER BOTH PM 2430 AND ROS 2385. WE
A FOUND THE NE CORNER OF THE SE 1/4. NE 1/4 OF SECTION 15 TO BE ON 0 INDICATES : SET 314 *X18 I.P. WITH CAP STAIMDED
RCE 26283
LINE.
I.P. INDICATES : IRON PIPE
5. WE REESTABLISHED THE SOUTHERLY LINE OF THE N 1/2, NW 1/4,
SW 1/4, NW 1/4 OF SECTION 14, AS `DISCLOSED BY ROS 9548, BY
PROJECTING THE SOUTHERLY LINE THROUGH THREE FOUND POINTS BASIS SJS Oc' pc A p/A/^C`
LOCATED ON THE EASTERLY SIDE OF ENCINITAS BOULEVARD CJfi 1 r L7CfSl�llrVJ
WESTERLY TO A POINT OF INTERSECTION WITH THE EASTERLY UE OF
SECTION 15. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
ENCINITAS BOULEVARD,PER CORNER RECORD 4401.
5. THE. EASTERLY LINE OF THE 60 FOOT PRIVATE ROAD EASEMENT I.E. NORTH 25 WEST
REFERRED TO AS CAMINO ELDORADO DID NOT FIT WITH ANY OF THE
FOUND MONUMENTS. THIS LINE IS DESCRIBED BY DEED AND BY ROS
EASTERLLY LINE OF SECTION 5R THIS LINE WAS REESTABLISHED LISHED PER ENGINEER STA TEMEN T
RECORD. WITH THE DISCREPANCIES OF EACH OF THE FOUND
MONUMENTS SHOWN HEREON AS DETAILS TO THIS SURVEY. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
7. THERE ARE TWO RECORD POSITIONS FOR THE CORNER COMMON TO SURVEYOR'S ACT AT THE REQUEST OF R BERT HAWDAY
SECTIONS 10,11.14 AND 15. WE HAVE ACCEPTED THE SOUTHERLY OF THE ON 11 -3 -89 _
TWO POSITIONS, AS DISCLOSED BY ROS 9548, FOR THE SAME REASONS
AS DISCUSSED IN THIS SURVEY, SEE ROS 11718 AND 11866.
QP of ESS /0 .
k 26283
* Ev.3131/94
JH N D P ERT R.C.E. 26283
r �rE Of f c ,�p�► IRATION DATE : 3 -31 -94
COUNTY ENGINEER STA TEMEN T
W
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
Z OF THE LAND SURVEYOR'S ACT THIS -114- DAY OF a!Pi� .19 2
v
a
Z GRANVILLE M BOWMAN
COUNTY ENGINEER 8
q. R.C.E. 13681
W a l"e. BY Na
CHARLES E., MOORE LS. 3068
stir RECORDER'S STATEMENT
FILE NO. ?
• �" � g FILED THIS /• � OAY _ 19 1
AT I: U- O'CLOCK P IN B OF RECOR OF SURVEY MAPS
£ q AT PAGE �D� REQUEST OF JQHN D. LEPPERT ..
REQUEZA STREET
VI CINI TY MAP CAE OR
N. T. s. y
FEE � � by
�.IV N4 DEPUTY COUNTY RECORD R
LEPPERT ENGINEERING CORPORATION JOB NO. ENC 2.05 -41.89
CALIFORNIA COORDINATE INDEX 318 -1fi83
APN 258 - 140 - 19,50,61,62,63,64 & 65
259- 310 -02
D q
RECORD OF SURVEY NO.
R.03. 860 SHEET 2 OF 3 SHEETS .R
S 00'44'50" W +
/ r
. n
n
m� _
co
2 W a_ ( N N •
U O
CL FLO,S, D54B 1; p w E
V N ICS a, �j1' 1
C3 N , tD
°g W "w
'n w v a N'�t< < * CO ti��5� b h� 60 20
° p i '* o gz� o za � deb c3
W
ce-
t . _ V ` �9• R o. S. 11989 B t
FW U O b I . p Q-� ►- W Y� J to
0 a ~o I ag y +" W Wa CK
o <c��
v - z °$ N NETA�. � j� .��36 .' (L A O °O �� Iw .o
• a4 p ,� � n Q o SAC. 7. �3 S. F�. 4 �A/, `� t o °
i�J Q j 1 N ap W N 17 0 N n T1
3 W / �O ) N W
z p 4 crr
3 Z .. G� P ,';� ; � U $ (N0030'14 "E 1297.59' PER ROS 2385) z z �
rod o PAN O� S9 2 �ti to � n _ (N00•51 08"E 1296.95 PER ROS 2254) EASTERLY LINE 4 , N ct r 1
°• cn `` N o 6E 0 ke n ° SEC. 15.T13S.,R4W.
o z c, 4 • `�i • • • N 00'49'04" E 1296.92' • •
° (N00'51'08 "E 1296.96' PER ROS 2254) gP� 5•c�'L�' 0.10'
Z I N 00 E 1297.31 tz?" ( 324.08' N 0'50'34 "E 324.29' PER ROS 9548) N 972.84 •
•
r o , o / �. Et.sS. '085-) - 283.416 212.33 1 2 7.006 N 00'5014 E ` _ _. 283.73 253.00 506.51
175.73 108.00 t. `� I
SEE OETAII C +; R
a g� THIS SHEET 6 QER I i" g g o Z I �� iii
l x,0 I 2 1 o to
N oo 4 Q'� g'L i o I o ( I N `4 '04" 1 3.00' c I I w cn �''� t►p Q�' qt N
00'49'04" E o W G3 w w t�
4 17s. o 0
^ I W 108.00' 70. a
A^ 3
CL
e` 0� N I n
) N 0 145.30 cV • O O
' • S ao o `
1 °' I I�
1p" �� ce 5!.413' 87.Fi2' ° g a N I�� • �u rn
"' N $
�' ,� 8 I" 3
32.36' I o .' ro
.k 9 v r� N 00'49 04 1 . E r. . N w �I ) & z ,
co cc
PARCEL 3 D 4�o n • 00 N I cn w .g 5 31: 1 3 I a v co
Ix
u i �O• D [-�`,�1 r� r^1 n o o a w o 8 $ t 3
r
I L�l iJ d. m - I N O O• :- W 3 M O ; N 1 3_'� I 3 N i7 w
co t�
8 T O W O O �
W p a C!1
pp a. N N O O a. 17 r• r . r CA n
n
( 0,r- O sf� 3 0 :t ; N N �f N TI, O G3 t7 , 17 r 1h • 17 M'3 h p V}
M r . N M� N W N Os g 01 r 0 1r < I g Im 9
M 00
s M '
d • d. I N • N at Z • (/3
io 00 OD 100
v • I °� ."�' • "' N . Z . • 2 • 2 � � z "� a Z
(476.78 PER PM 2430 do ROS 12244) N Em ch �,� I I 3:0
N 01'10'23` E 477.24' � -- � 1 00 z z o F , �i FW- ( ! �
Is, NOT FOUND 1/2" SO IP LS 3065 o A I I aN Vf N
A 80j;�, h• PER PM 2430 & ROS 12244. RESET . , I ~ N °'
" Xi 8 " / I 289.33 ( I 76.51 (A 00
WITH 3/4 I.P. PER LEGEND
.� r .� 108 2 53.00' 127.0 1 27. OW . W o Z - 3
J • (290.37' PER ROS 2385) .77'e
N 00'49'04" E (N00'50'14" E PE ROS 2385) c OC N
NOT FOUND PER PM 2430, RESET I _ ( 87.8
*RTH 3/4 "X18" I.P. PER LEGEND PARCEL, 2 I CAMINO N 00'49'04' E 1303.28 ELDORADO (NOO`50'14 'E 1303.88' PER ROS 2385)
O
49'0 E (N E PER R S 2385 N a s w
PM 2430
R. S. 22 t.
73' � 178.00' � 183.00' 155.00' 5.30. 068 . tr �!
�..
227.88' PER R.O.S. 2385) � o w
I EXIST. 60' PRIVATE ROAD R,O,S, 3[3-5 I I w
ESM T SHOWN ON ROS 2385
UPPE"R'T ENGINEERING CORPORA77ON NO. ENG 2.05" -41.89 CALIFORI+ltA A,OORtxNATE lIV{?EX 31 31 j
APN 258-- 140 - 19,50.61.62.63064 & 65
259- 310-02
RECORD OF SURVEY NO. 1 3 4
SHEET 3 OF 3 SHEETS
a
W W
N 09'02'49 E W ,
s
c FOUND 3/4" I.P. WITH DISC �T E A RPETIJATION G ILLEGIBLE)
O!
rn 'r
0) NO RECORD; ACCEPTED AS 5
PROPERTY CORNER AS SHOWN ON ROS 238 5 , S Z "
FOUND 3/4" LP. WITH TACK. NO DISC, z N OUT OF POSITION AS SHOWN HEREON z 894031 W
ASSUMED TO BE PER R.Q.S. 2385, z N 89'40'31" W N 33'22'56" W N 89'40 31" W E'LY LINE 60' ROAD FOUND 3/4" I.P. WITH DISC STAMPED
OUT OF POSITION AS SHOWN HEREON 0.35• EASEMENT CAMINO ELDORADO R.C.E. 6560 PER R.O.S. 2385,
" `
0 E'LY LINE 60' ROAD OUT OF POSITION AS SHOWN HEREON k
E'LY LINE 60' ROAD EASEMENT CAMINO ELDORADO N 51'57'07" W
0.54'
EASEMENT CAMINO ELDORADO
5
' 2
' DETAIL "A" DETAIL "B" DETAIL "C"
N.T.S. N.T.S.
N.T.S.
- FOUND 1/2" SO. PIN NO MARKING; NO RECORD; FOUND 1" IP STAMPED RCE # '3
ACCEPTED AS PERPETUATION OF CORNER ON S'LY LINE OF 6560 PER ROS 2385 do 12244
M 2430 BUT OUT OF POSITION AS SHOWN HEREON
OUT OF POSITION AS SHOWN HEREON 4;
N 88'49'37" W N 88'49'37" W
S'LY LINE PM 2430 0.62' 0.78'
E'LY LINE SECTION 15.
S 88'49'37 E FOUND 1/2" SQ. PIN. NO MARKING T. 13S., R. 4W.. SBM
W FOUND 1" I.P. STAMPED SO CO SURV. `�. ASSUMED TO BE PER PM 2430, jr ~ w W PER PM 2430 SEE ROS 2385 do 2254, Jr�
OUT OF POSITION AS SHOWN HEREON
OUT OF POSITION AS SHOWN HEREON ' "
� � � S 59'55 59 E •#
L30- .r N 88 49 ' 37" W 0.10' z FOUND 3/4" I.P. STAMPED
S t S'LY LINE PM 2430 0. ' RE 6560 PER R.O.S. 2385 }
' W z S 80'18 35 " W 8 10.10' 22 OUT OF POSITION AS SHOWN HEREON
w 0 0.66' z z N 88'49'37" W (10.92' PER PM 2430) N 89'40'31" W N 50'3705" W 4
0 W'LY ROW OF 0.53 g
S 88'49'37" E ENCINITAS BLVD.
30.00' 30.00
= C/L OF PRIVATE ROAD S
EASEMENT CAMINO ELDORADO z
SHOWN ON ROS 2385 k-, � , E'LY LINE SECTION 15.
FOUND 5/8" SO. PIN (LEANING 0.1' N'LY) NO MARKINGS T. 13S., R. 4W.. SBM
NO RECORD; ACCEPTED AS PERPETUATION OF SE CORNER OF " "
30' WIDE PRIVATE ROAD EASEMENT, OUT OF POSITION AS DETAIL F
- SHOWN HEREON
DETAIL "D" DETAIL "E" N.T.
N.T.S. N.T.S.
w E'LY LINE SECTION 15; ,P FD. LEAD do DISC STAMPED
Y. 13S., R. 4W.. SBM + LS 5284 PER CORNER REC. 4007
W E'LY LINE SECTION 15, ,
" TAM 4
o T. 13S., R. 4W.. SBM +
FD. 3 4" I.P. STAMPED LS 5284 $, 240.87 (240.88' PER ROS 9548) PER CORNER RECORD 4007
g ER CORNER RECORD 4007 s
z FOUND 1/2" I.P. STAMPED R.C.E. 6560 N 8 9'3 " W
a " N 89'40'31' W ASSUMED TO BE PER ROS 2385, ON E'LY UNE LQ`j 6.84'
FOUND i IP STAMPED RCE 6560 OUT OF POSITION AS SHOWN HEREON +�C•j �1
Z ASSUMED TO BE PER RIDS 2385, N 89 39 33 " W 247.71 .
N 89'40'31' W OUT OF POSITION AS SHOWN HEREON N 28 24 52 W .�'h/ ,�t 'P
" •'h/ , � r (N 89'38'01' W PER ROS 9548) 3
N 0 0 6 04'36 W 0.43 � p ��
/ 9
N
DETAIL "G" DETAIL "H" DETA "I"
N.T.S. N.T.S. N.T.S.
LEPPERT ENGfNEERING CORPORA770H .10® NO. ENC 2.05 -41.89 CALIFORNIA COORDINATE INDEX 318 -168 — 4
APN 268 -140- 19,50,61,62,63.84 8: 65
259-- 310-02