2006-374493 OF S NO 19311
SHEET 1 OF 2 SHEETS
BASIS OF BEARINGS RECORD OF SURVEY
OF A PORTION OF THE SOUTH ONE -HALF OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST,
SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF
P. M. 4156 SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO GOVERMENT SURVEY
MAPPING ANGLE AT STATION THEREOF, APPROVED APRIL 19, 1881
NO. 1034 -00 0 33'43. 648 "
SCALE FACTOR 0.99995951
GRID DISTANCE = GROUND
DISTANCE X THE SCALE FACTOR
w ! o BASIS OF BEARINGS
I
o, o THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS NAD 83 ZONE 6
%! FIRST ORDER GRID BETWEEN STATIONS 1034 AND 1048 AS SHOWN ON
o! N /v THE CITY OF ENCINITAS G.P. S. CONTROL RECORD OF SURVEY NO. 18416
m! R�C0��6D38E56E�BER 3, 2004.
R. 0. S. 16184 gy p,
! tih
NBB °51 '05 "W o
229.73'
L ------------- — _MELBA ROAD--------------------------------------
o o /
SURVEYORS STA TEMENT
z
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
506 tit / UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
�O� • / OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF WALID ROMA YA
N�5 A3 2 j / IN MARCH 2006.
oo gh / ti���QN C yG�`o
POSTEHC. Y64AS L. S. 5211
LICENSE EXPIRES 6/30/07 LS 5211
CITY OF ENCINITAS _
Exp. 06/30/07
CONTROL PT. NO. 1048 N86
N 1958417. 185 E 6245054.418 B4S j DATE
MAPPING ANGLE -00 0 34'03.766" 0, 1 24,
0 q CA
_ s
SCALE FACTOR 0.99996480 BF4A 1 G / / �TF OF ZFO
NGS AIp �.
S
CITY OF ENCINITAS
COUNTY SURVEYORS STA TEMENT
CONTROL PT. NO. 1034 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
N 1958599.602 E 6248173.084
MAPPING ANGLE -00 °3343.648" OF THE LAND SURVEYOR'S ACT THIS Z 3 DAY OF 1n Y 2006.
SCALE FACTOR 0.99995951
PHILIP J. GIURBINO L.S. 4424 � LAND
BLIl COUNTY SURVEYOR v���tie J. Gj � 9 9��
tic
INZ J
Exp.9 -30 -07
H
C CO SITE ��,4 4S442a �
D OF �p,L
r__ R ECORDERS STA TEMENT
FILE N0.
rn MELBA RD C CD' D 2>1 q q 3
� �
FILED THI DAY OF MA_; 2 006, AT
SAN TA FE DR IN BOOK OF RECORD OF SURVEY MAPS AT PAGE
C-) AT THE REQUEST OF JOSEPH C. YUHAS.
-- m J.
-FA-elfI- FEE: $10.00 COUNTY ECORDER
9CE-A 4 (L7(tLtv2v1Q'_ � fo';�
— — BY:
DEPUTY COUNTY RECORDER
VICMT MAP
NTS
PE 1452
PASCO ENGINEERING
A. P. N. 259- 180 -19
(858) 259 -8212
535 N. HWY SOLANA BEACH 1 CA 92075 CALIF 0 0 0 R D. I N E X 316-1689
OF S NO 19 3 1
SHEET 2 OF 2 SHEETS
I 1
P. M. 4156
I
FD 1 REBAR, CAP I PCL 1 I PCL 2 I PCL 3 I PCL 4 I FD 1 REBAR, CAP
MISSING, PER P.M. 4156 MISSING, PER P. M. 4156
I I I I LEGEND
I
N88 °52 ' 57 " W 494.91 ' 1 1 '] 1
N01 0 02'31 "E 15.03' 1 1 1 [N89 495.01 1_ _ _ _ I N00 °27'36 "E 14.88' INDICATES FOUND MONUMENT AS NOTED
[NO °42' 38 "E 15.00'] ---- ---- - - - - -- L--- ___---- _ -L - - -- [N89 37 24 690.01 ] CNO 42 38 E 15.00 ]
-- -----------------
N88 °54'01 "W 690.34' ° �� � ( ) INDICATES RECORD DATA PER ROS 16184
- - - - - 7 7 ,1
--- - - - - -- ---- - - - - - 30 ' I 7 165.28 ' [165.00 ' 418.65 ' 76. 41 ' I
583.93 ((76.16)) I (( )) INDICATES RECORD DATA PER ROS 15544
FD 112" REBAR W /CAP FD 1/2" REBAR & CAP FD 1/2" REBAR & PLASTIC 0.14' I FD 1/2" REBAR & PLASTIC INDICATES RECORD DATA PER
PM 4156
LS 2875, ND RECDRD STAMPED LS 3788, PER P. M. 4156 CAP STAMPED LS 2875 PER ((p , pg ')) 1 CAP STAMPED LS 3788 PER
ACCEPTED AS POINT R. 0. S. 15544 USED FOR LINE 1 R.D.S. 15544 & PM 4156 < > INDICATES RECORD DATA PER PM 9650
GUADALAJARA ON NORTH PROPERTY 1 USED FOR LINE
I LINE AT P.O.W.
I I « »INDICATES RECORD DATA PER MAP 4246
DRIVE IN ao DD1 INDICATES RECORD DATA PER DEED REC.
A 1 SEPT. 14,1999 AS DOC. NO. 1999- 0629597
co cu
In N I I
IW W 1
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m I m rn NE / I S VV 114
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W In SEC. J 4 T. J 8 S
IN N DD1 I
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ry
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FD 3/4" IRON PIPE W /PLASTIC o l I
(N88 °51 ' 03 " W 385.46') 385.40 ' DD 1 CAP L . S 4307 PER R . O S 16184 _ 1
cj_ 1 0. 12 ' N88 °51 ' 03 " W 385.46 ' I
Q
' --------- - - - - - I 1
30 ' 355.46' (355.40') °' I
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FD LEAD & DISC LS 3997 IN
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CONCRETE SWALE PER COR. °
REC. 15390 USED FOR LINE 1
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C-0 I W P D P. m FD 1/2" REBAR & PLASTIC I
E 1 145 S 14 CAP STAMPED LS 3768 PER — I
- I" - R. O. S. 15544 I I
`° `°
SEC TI oN 14 I
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' Z S R4 W Q 0
cu v T E S �, I �, 1 1
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LID
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LID to m� 0 1 I
w m I LID �t c� l 1 I GRAPHIC SCALE 1"=60'
uj "' Im P. 0. S. 16184 zz RDS 15544 I ROS 2639
N N 0 60 120 180
ml I
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0 0 '
I
z
Iz FD 314" IRON PIPES W /PLASTIC CAP
L. S. 4307 PER R.D.S. 16184 r+ 1 1FD STD. ST. MON. BRASS
2.97 I I (DISC STAMPED RCE 23909 FD 112 "REBAR & CAP
1 IPER ROS 15544 & 16184 LS 3788 PER PM 9650
I 1 & R. O. S. 16184 ACCEPTED
I N 88 51 0 5 W 22 9 . 73 I I AS SE COR, NE 114, SW 114
1 SEC 14
- - - - ____ __________ __
MELBA ROAD 3.00'
3 85.35' �� m 574.76' �� ( 574.76') 0 . 0 7 '
• 0
�---- _ _ _ (385 ) 2 ° 363.06 '
29.73 I c� ,_-- 34 4.96 ( (344.9 8 ) )
� - -- - - - - -- --rte -- - _ _ � 1-11
N88 °51 ' 05 " W 1323.17' GQi�� (N89 °33 ' 49 " W 1323.17) p,��� ° <N89 °33 ' 49 " W 1323.18'> W 7L'
FD 112" REBAR & PL ASTIC i
FD 112" REBAR, CAP MISSING, 5� 22 CAP STAMPED LS 37
PER PM 9650 & R.O.S. 16184, ��''�� ���� R. 0. S. 15544 ACCEPTED AS
ACCEPTED AS SW COR, NE 114 i �5 POINT ON EASTERLY PROPERTY Z
S fig° A3 62 O$ LINE AT R. 0. W .
W 1/4 SEC 14
N86 °38' 56 "E 3124.01J, _GRID _ _ _ ��� 3
v
CITY OF ENCINITAS -- t - � CITY OF ENCINITAS
CONTROL PT. NO.1046 CONTROL PT. NO. 1034
MA P 213
BILK G PE 1452
PASCO ENGINEERING A. P. N. 259
(858) 259 -8212
535 N. HWY 101, STE . A
SOLANA BEACH, CA 92075 CALIF. 0 0 0 R D. I N E X 318-1689