1996-102040 0
5 116
RECORD OF SURVEY MAP NOO
I =1OF1
GRAPHIC SCALE i " =50'
RECORD OF SURVEY
OF THE NORTH 1/2 OF LOT 2 BLOCK F
0 50 100 150 w I OF SOUTH COAST PARK NO. 5 IN THE CITY
OF ENCINITAS. COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO MAP
o I THEREOF NO. 2078.
[I�I� 2M FD 1" IP W /CONC. CORE & NAIL �o
I PER PM 1468, MAP 8359
17 ; I ; � ROS 10069, 0.07' E'LY OF HWY Z°
�� 20 FD 2 OPEN IP NO RECORD �'� 101 RIGHT OF WAY PER ROS 10069 USED FOR
W. COR. LOT 2 N'LY RIGHT OF WAY OF AVOCADO & W'LY INDICATES FOUND PTS. AS NOTED
� FD 1/2 " I PER RO ' 6629, 10069, � ACCEPTED AS N . � I
SET DISC MARKED RCE 29577. RIGHT OF WAY OLD HWY 101. i INDICATES SET 3/4" X 18" IRON PIPE
i 12002, AN PM 1533. I WITH PLASTIC CAP MARKED RCE 29577
It Ag i r if J () INDICATES RECORD DATA PER MAP 2078.
c N 74 16'01" E 962.83' [ N 74 16'30 " E 962.85'1 AVOCADO STREET
[ ] INDICATES RECORD DATA PER R.O.S. 10069.
I
0.21' N N 74 16'01" E 662.67' (N 74 16'30" E 663.00') 40.00'
(( )) INDICATES RECORD DATA PER R.O.S. 12002.
I - -- I
145.12' (145. ( ( 145.06 ')) 72.56 ' 72.56 ' 72.56 ' 259.87'
Z I
711 (72.60 ') (72.60 ') (72.60 ') I 299.87 ' (300.00 ') R'1 „ I FD 3/4 IP W /CONC . CORE &
NAIL I BASIS OF BEARIN
I - p I FD 2 IP AN DISC MARKED PER PM 1468 ROS 10069
--I I RCE 23909 P R ROS 12002 I .-, ^, I NOT ACCEPTED THE BASIS OF BEARINGS FOR THIS MAP IS A
C I ACCEPTED AS;N.W. CORNER LO� 3 0 - I I i PORTION OF THE CENTERLINE OF MYRTLE STREET
Z m i I 0 °0 I N ,31'22" W I (VACATED) AS SHOWN ON R.O.S. 10069.
I rn z I o - 0. I I E. N74 14'47"E
0 oc " 0 I ; I 0 a o
aB R --- --- I m cn 2 0
Rl 0- 01 cn a : _ '
� 0- ' I ,Z � � 3 I O I } I
I w o a z _ 0 o I I ENG STA TENWM
w ----------------- }---------- - - - - -- cn I �(
0 ; I m - I 3
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
in w a- o I FD 1/2" REB/�R AND CAP 1 a' v I I = I BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
N J ILLEGIBLE PER ROS 12002 in u w
,, occu 0 1 I THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT
20 120 a w N I 0.22 ELY OF LINE I �+ I
0 z I = z THE REQUEST OF STEVE ESTRADA IN JANUARY, 1996.
I
W --� - -- ° ----------------- i----------- - - - - -- I v N 74 16' O1 "E z
72.51' - I I RpFESs /p�V
B LOCK F � ��® � A. p q �F qw
rn IY n 0 w co
2 Go
°occco co 1 I m I I c° I I I CD �� p m
I �� I 3 I 13 I POSITION ESTABLISHED AT RECORD 3C I N ®.29577
Lo ---------- - - - - -- ----------------
� 1 . _ I ih I DISTANCE PER R. OF S. 10069 I Exp. 3/31/99
G(�d
I
N
Z I i �
FD 2 �� IP W /CONC . CO & NAIL cu I , I v I v 1 1 J '�' C1V11. �� WAYNE PASCO, RCE 29577
� ----- - - - - -- POINT�ON LINEELIOT I� 0 I Lo 0 40 , 25 , � 25 , ��F�F CA CIF
F
I
- - -- ------ - - - - -- ------ ----- - - - - -- z Z 2078 Q.22 N LY OF CpRNER. I I �+ I D 1/2 OPEN IP 1.0
F FT. BELOW SURFACE PER ROS 10069
' - 1 I I I N 7 10'04" E 0.35' FROM Z I
FD 3/4 IP AND DISC MARKEDI ; I I I 1 TRUE POSITION. I CO SURVEYOR'S STA TENF14T
RCE 23909 PER ROS 12002 I I I I I FD 3/4" IP W /CONC. CORE & NAIL
1 ROS 10069 USED FOR CENTERLINE I THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
I I (72.60') I 172.60') I MYRTLE ST. (VACATED) I SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS
----- - - - - -- 218.2 -- (217.80 )I ----= =��= -^ 72.46 - - 72.46_ -- I ------------------ - - - = - - - - - - - -I 2 7 fh•
DAY OF F,E13/2U�tR�/ 1996
_ .
- 243.09' ` 120.09' ; 260.12' [260.20'] 40.00'
FD 3/4" IP AND DISC MARKED I TOM GARIBAY
LS 4306 PER ROS 10069 ; BASIS OF BEARINGS I RCE 22989 ��,
.. MYRTLE ST;. (VACATED) NOW KNOWN AS EDGEBERT ST
I � COUNTY SURVEYOR ��� ,��� <�
F
D 1 REBAR PER ROS 12002
ACCEPTED AS S.E. CORNER LOT 6 ; ROB I om Cc)
MAP 2078. N 74 14'47 " E 662.67' ( N 74 16'30" E ; 663.00') I I `-' NO .L$4424
- P H ILIP T LS 4424, ' DEPUTY
A C A
m
-o
'4() pp0 RECD A
FILE NO.
SIT' I -5 FILED THIS DAY OF E . 1996 AT S9 PCLOCK
EDGEBURT DR. f?.M., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE 7,r //4
L AT THE REQUEST OF WAYNE PASCO.
m GREGORY J. SMITH
8LV0' COUNTY RECORDER
LE UCADIA
vicl�= M," FEE: $5.00 BY:
NO SCALE
MF $1.00 DEPUTY COUNTY RE 0 DER
PASCO ENGINEERING
(619) 259 -8212 A. P. N. 254- 030 -24
535 N. HWY SOLANA BEACHO S
A92075 CALIF COORD . INDEX 330 -1671 PE 669