1999-256803 RECORD OF SURV Y MAP NO * :a
SHEET 1 OF 2 SHEETS
DETAIL
SEE SHEET 2 FOR
PROCEDURE OF SURVEY RECORD OF SURVEY=
OF LOT 3 AND THE NORTHERLY 15.00 FEET OF LOT 2 IN BLOCK 101 OF
CARDIFF VISTA, ACCORDING TO MAP THEREOF NO. 1547, IN THE CITY OF ENCINITAS,
[ COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 18, 1913.
THIS RECORD OF SURVEY IS BEING RECORDED AS A CONDITION FOR
THE FINAL APPROVAL OF CITY OF ENCINITAS TENTATIVE PARCEL MAP
i� NO. 98 -317.
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€ o LEGEND
3 t ^ 4
3 ' ooh 0 SET 3/4" X 18" IRON PIPE W /PLASTIC CAP "LS 4306"
FOUND POINT NOTED HEREON.
LL U f z ■ "
" FOUND 1 -1 2 PIPE W DISC STAMPED L.S. 4368 PER 4
� ❑ / j R.O.S. 8 1 5
I AND MAP 1547, UNLESS OTHERWISE NOTED.
FD 1/2" IRON PIN, � p 40"
L-�- 97.75' (R) INDICATES RADIAL BEARING.
VENUE NO RECORD. R= 8 80 . 47' -- ( )INDICATES RECORD PER MAP N0.1547
� N N 06"07'39" W 1.28 � � _" L =76.93
D = 05 0 BASIS OF BEARINGS1
D =1' 19'25"
D =1 5 • 20 00 R�94. $ L =1 85.94 THE BASIS OF BEARINGS FOR THIS MAP IS A LINE BETWEEN TWO
FD 5/8" REBAR, N O R =860 47 CENTERLINE SOMERSET AVENUE MONUMENTS PER RECORD OF
CAP, NO RECORD. �, . D =01'1 2'15" L =19 88' D - 1 06'42'51"
N 29'18'08" W 1.56' ° L= 15.02'
N SURVEY N0. 8451.
� �
D =1 5'20' 00" R =71 4. 8' L 191.29 ' R- 22.47' I.E. N 0'4735" W
D= 06'00'59" L= 75.06'
'' L= 41.85'
p= 03'37 33
' D =05'15'38" D�2'53' 50" D --03"07'0 9
L =36.1 4 L =45.23
L =65.63' L =3$.91 SURVEYOR STATEMENT
�.f THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
= 00'25'50 DIRECTION IN CONFORMANCE W TH THE REQUIREMENTS OF THE LAND
4449 SQ FT. L =5'
.37
4100 SQ. FT. SURVEYOR' S ACT AT THE REQUEST OF JAMES AND SUSAN CUTRI FROM
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2ol DECEMBER, 1998 TO MARCH, 1999.
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to 0 00 U.-I Lo — - - -- - - - - -- �. -30-M
14 GORDON L. MCELROY, L.S. 4306 NO. 4306
;v Q' �_ �- ;� ,�' MY REGISTRATION EXPIRES 6/30/00
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Z Z Z z COUNTY SURVEYOR STATEMENT
I
N THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WI TH SECTION 8766 OF
C THE LAND SURVEYOR' S ACT THIS /_.S�`Li_ DAY OF
L - - - -- 1999.
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299.93 �} * E�,a...; -:-� * r
' 39.06 44.99' PHILIP J. GIURBINO P.L.S. 4424
�0 "S
35.93 COUNTY SURVEYOR
59.99' --- 59.99 32.35 OF CA►�
� N 00'47' 22" W 546.48'
RECORDER'S STATEMENT
(CLOSED LOT DISTANCE PER R.O.S. 8451 IS 546.59')
0
FILE N0.
F L E THIS _ _ DAY OF ---- - - - - -- 1999, AT
;�
0 CLOCK L.M., IN BOOK OF RECORD OF SURVEY MAPS AT
PAGE ----- AT THE REQUEST OF GORDON L. MCELROY.
SCALE 1 " = 20' FEE: $ 10.00 GREGORY J. SMITH
COUNTY RE RD
0' 20' 40' 80 BY: ___ --
UY
SAN DI EGUITO ENGINEERING, INC.
4407 MANCHESTER, SURE 105 m: \1 data \surveys \4528 \dwg \ros \4528sht01.dwg
ENCINRAS, CA 92024 APN 260- 303-07
PHONE: (760) 753 -5525 SDE 4528 4/5/99 CALIF. COOR D. INDEX 314 -1683 (NAD 27)
CIVIL ENGINEERING • PLANNING
LAND SURVEYORS
R CORD OF SURV Y MAP NO*
SHEET 2 OF 2 SHEETS
PROCEDURE OF SURVEY
FD 1-1/4"' IRON PIPE 4 ' 0
WITH DISC "LS 4368" PER
.� ROS 8451. '
u') FD 1 -1 /
` 4" IRON PIPE
rx R 3 � WITH DISC "LS 4368" SET
to
BLOCK � � BASIS OF BEARINGS '� N U.") INSIDE 1-1/2' IRON PIPE
" oo N �✓ PER MAP 1547.
Lo cat N 00 47 35 W 420.11
� 0 =06'21'
J6.2147� Z
:n p
�- 8.:.880. ,
00 0' O
� � � � z � =97.75
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°p € z BLOC � �` ...� � �.�_ �. p" �
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p�5' 00' 22" R -A5.53
0" D=l 5' 20'0 0" R= 879.73' L= 235.43' o 76,
D�7 23 3, N L
R=cr 6 5 p SET A VE NU E � D = 0 R=694. 78' L 1 � • D= 01'19L =89 6 4 S C�f 7 S - N o
25
.. ' " � 0=15 R- - 859.73 L=230.08' l p =00 50 R- 860.47
23 30,,,..,... ---- - ~ , --- �.,., -5.37' L =19.88' •
n7
D= 97 r� D R 71 4.85
L= 62.98' ' (L= 230.02') D =15'20'00" R= 714.78' L=19 N ° 3 2'
R= 37.05' L =92.22 L =5.37' 48 D= 00025'50" D=04 " " 04 '49'48
D =04 48 44 D-- .4
L =60.25 �� L -60.03 L=60.25'
;60.25 , D =1 06 2 51 "
'
D= 97'23'30" (L =60.24) (L= 60.02') (L= 6 R= 22.47'
N pg-
R =17 05' L =41.85
w in w L= 28.98' ` ..„ `" `- € Lo o
FD PER LEGEND, ,� N N � ,3 3 � �
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7 Do ti? -' -' 300.00' (60.00') (60.00') (32.36') o O
N 00'43 15 W (R) o (34.46 } (60.00) ( )
' 29993' 59.9 59.99 32.35'
4.23 59.99 . SEE DETA! ' to V 00
N 00'02'09" IN (R) 20' 20'
D =00'41 06" N 00' W 546.48' (546.82') SHEET 1
L =4.65' 1,04 (CLOSED LOT DI TANCE PER R.O.S. 8451 IS 546.59') 0
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Q FD. 1 -1 /2" IRON PIPE PER MAP
ft --� t 1547 WITH 3/4" IRON PIPE & DISC
RCE 26525 PER PM 7537 &
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co ROS 8451.
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SA DIEGUITO ENGINEERING, INC. m:\1 d\veys\4528 \dwg\roe\4528sht02.dwg
4407 MANCHESTER, SUITE 105 260- 303-07
PHONE: (760) 753 5525 SDE 45 28 4/5/99 AP N
CIVIL ENGINEERING • PLA NNING CALIF. COORD. INDEX 314 -1683 (NAD 27)
LAND $URVEyolRs