1990-257429 R f S . NO . 1 , 12683
JW S• 75 O (661.50 PER M. S 750) - FO NND /EGO T AGGED P IPE
SURVEYOR SEE R of s Q599 AND 1171 a SHEET 1 OF 2 SHEETS
N 1/4 CORNER, SECTION 15 (661.34' PER P.M. 13368) PER M. S. 750 REGARDING ALTERNATE SECTION RECORD OF SURVEY:
N 88 '52" W �i CORNER LOCATIONS. POSITION
- - 661 ( 661.45' P MS 750) / • - 1 ?645 .80 SECTION LINE PER LS 354 ESTABLISHED FROM MS N0. 750. OF A PORTION OF THE
WEST 1/? OF THE NW 114 OF THE NE 114
_ OF SECTION 15, T13S -R4W, SAN BERNARDINO BASE AND
645.07' - - _ - - - - 19 84.20' MERIDIAN, CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
I 664 87 ° 5320" W 645.07'1
F
.62 (664.62' PER LS. 298) - - - - - - - - STATE OF CALIFORNIA.
\ - -
FD 1- f /2' IRON PIPE -
R.H.B. 1926 PER 3 - -
L.S. 298 F R. of. S 9 0(0 5 N 87' 12'39" W SECTION LINE PER RS 373 1993.85 BASIS OF BEARINGS
SEE M.S. 750 SEE DETAIL "B' 2658.47' (1658.48) THE BASIS OF BEARINGS FOR THIS SURVEY' IS THE EAST UNE
N (SHEET 2) N
N OF R. OF S. 9065, J.E. N 01'56'23' E SAID BEARING AND
° I�y W THE BEARINGS SHOWN HEREON ARE IN TERMS OF THE
I y ° CALIFORNIA COORDINATE SYSTEM 27 ZONE 6. QUOTED
In BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR
i I co
MAY NOT BE IN TERMS OF SAID SYSTEM.
��
LE(aEM:
N 88 OS 29" W 66 4.9 8' A rN GRAPHIC SCALE • IN DCATES FOUND POINT AS NOTED.
657.44' (657.21) / �� W 100 0 50 100 200 400
A INDICATES FOUND SAN DIEGO COUNTY
WELL MONUMENT PER R.S. 458 -66
IN FED) O avDICATES SET 112' x 18 REBAR A ND
y ° 1 inch 100 ft. CAP STAMPED L.S. 4605.
• �a - ! 1
I h ` - _ _ N 87' z W ( INDICATES INFORMATION FROM GRANT DEED 76- .783405
RECORDED 11- 16 -76.
a 'ui I N CENTERLINE OF R.S. 373 / INDICATES INFORMAT I01V MOM ROAD SURVEY No. 373.
PER DEED RECORDED IN DEED
BOOK 1 038, PAGE 333 ON ( ) INDICATES INFORMATION FROM LS 298.
\ 11- 23 -24.
1 " SURVEYOR'S STATEMENT
N 88'05' " SURVEYOR'S ` '
0
665. 0
650.10 N - A� I 1 MAP N O. ' B 6 9 0 THIS MAP CORRECTLY RUIKLSENIS A SURVEY M ADE BY ME
? (650.03 \ s OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
%-<0u. 01T + PROCEDURE OF SURVEY REQUIREMENTS OF THE LAND SURVEYORS ACT AT THE
I I �S 0
+ �� REQUEST OF STEVE FOLK, IN OCTOBER OF 1988.
co
I
o
W 112, N W 1 N� 114 \ ��► "' • - 415 003'30' E to
`y N I \ o DETAIL A I S AI C# HERMAN W. BATEMAN L.S. 4605
N ��C Tl �JN 7 � N 29' 6'40" E � W (SEE SHEET 2 OF 2) a `S � N LICENSE EXPIRES SEPTEMBER 30, 1990
vs
89.91' o RS 4gL��p. ►�� iL
I i o I E �GEc�R�� .� U
D 30 30 W
• N SO \ "� R �`��� Sv 246 '14 - Z No. 4605
I
06.46 p,�os�° ° G�� 0 R�� N 11 .13'1' E 245. 03'30"
65' L�, * oc -30-90
J W y. 2 '(1�G 2 �3 6 .46'3 R S 458) M 86 ° E C'
N 8 OS 9"� �'QJ N 89' E (R) I �' 0 P� / (N T ER POINT �
2
° 50 2 " 664.
(N 88 9 - I O�
W o 641.19) 23.73' S� / 458 66 R " 800, z
to W 641.19 W R =350' R 5.
N I N in =13 ° 36'50" ��- • ,21° L 450- 1 I w COUNTY ENGIAIEER'S STATEMENT:
o 50 a ° - L =83.16' 2 16 , 0 X6 to
I I ~ 3 ' r'�s+ D� 2 .1
to 1 1 4 I °-' THIS MAP HAS BEEN EXAMINED IN ACCORDANCE IIRTH SECTION 8766
0 0 �I o N PER R OF THE LAND SURVEYOR'S ACT THIS /p T'� DAY OF 19M
1990.
R �' GRANVILLE M . BOWMANa 8 L
o N 6j 68 COUNTY ENGINEER � N 89 E Z Q� A , \` R.C.E. N0. 13681 t rAU 3=
6 ,
I 11• °�, E
CHARLES E. MOORE L.S. 3068
Goo
RECORD LOCATION PER 1 �s I 8�• k1 P NO. 2 15-
R. OF 9065 RS 458 -66. SEE �v w
�
'� P.M. 2460
I R OF S 8645 6 81 � 66 0;
� Rh V�yB' • to FOUND 1/1" IRON PIN
�S� �5 ;��� N L.S. 3065 PER
Q�� R. OF S 0 9065.
(294.54 PER R. OF S 9065) k1 RO k �5/ �. �> /
�' s RECORDERS STATEMENT.•
294 - - �.kt •y'�� 372.12 �s� / (665.92' PER R. OF S. 298) FILE NO. O " ° /
FD 112' IRON PIPE 0 � - - - - - - 666.77
k N 88 ° 05'29" W �y FILED THIS DAY OF m 1990 AT
R.E. 1604, PER FOUND 3/4 IRON PIPE gti' - - - - - -
•� 1333.54'
IN BOOK OF RECORD OF SURVEY MAP AT PAGE AT THE
R. OF S. 9065 L.S. 3189, PER � k��
R. OF S. 9065 M M ,'��`� \ WESTLAKE THE CENTERLINE P.I.s OF R.S. 458 WERE ESTABLISHED BY REQUEST OF HERMAN W. GATEMAN.
SAN DIEGO LAND SURVEYING POINT A �'- ST REET S GRANT BOUNDARY ADJUSTMENT PROCEDURE FROM POINT 'A' VERA L. LYLE By
AND ENGINEERING, INC. ` _ TO POINT "B". MEASURED DATA OF N 61 E 1234.67' COUNTY RECORDER DEPUTY OUNTY RECORDER
9520 CHESAPEAKE S
AKE DRIVE, SUITE 601 • 0) 95 4 5 AND RECORDED DATA OF N 61 00 1 E 1231.72 ' AS FEE. X 7.00
SAN DIEGO, CA 565 -8362 jWAP 21;'55 IWAP � 10ES'r DETERMINED FROM R.S. 458 do MAP 2133. ��
A.P.N. 258 - 130 -32 & 46
CALIFORNIA COORDINATE INDEX 322-1683
12683
R. OF S o. MAP NO
SHEET 2 OF 2 SHEETS
f3
> NO SCALE
tr
s. z / DETAIL 2-
w ° o • 0' NO SCALE
GRAPHIC SCALE R4�5 Z
50 0 25 50 100 200 / ?\ \ l `�c�
am ' �, , off '
2 I
A =01 '20' 18" Ito 9 08
( IN �') R =350', � �y6
I inch = 50 FL I L =8.18 0. Z N 00'33'0 W
o 182.27
R =200' I
A =03'08'24" �\ 'o.
I \
R=458' . Q+ \� �� 1 6 I
DETAIL A \ L =25.10 \ / \
60
'
SEE DETAIL �
5 � � � r
07' 1
2
W 1. I '6�0.3 p. I
N 00 ° 33'05 _
/ R, .O
_ Z� ? , OS R 200' N 00 °33'05 W 211.07' 0 0030: O6 46 00
R =50 V , 94 -,�7'
- I
182.27' \ / L =95. 82.
\ S AO
I 27.92' Z SEE 0 AIL 2 ?9899sSS, Ff N� 3
N
tit. N �j
06 r .p� �), S0� 2 DIRECIION DETERMINED BY
N p� / �8' I CALCULATION FROM DATA
Ra600, SHOWN ON MS 750 AND
R i
02 ° 44'10' W 235.59'] 2 1 p0� ?O• RS 373. i
V -� S 03'3 '0 "\ W 2 �' L X 8 3. 35'
.00 22 8.7 7 a ? 1 IS 02 13 10" W1 7/
� S 0 3 . 31 '0 5" W 323.3 B 22' N 02 °53'25" E
X 1 �� \ N 88 OS 29" W 24.78
09.66'
2 I 323.25'
N 01 0 50'38" E 532.9 1 ' N 03'31'05" E
5 46.47'
N 88 OS 29' W
C) / DETAIL Er
/ NO SCALE
2 4 r) .24 "
46 2 4 " IV 01*33' e E 25.86'
SECTION LINE PER LS 354 \ N �7• 3 - 4" E ( MAP 2 332"E 25.80' PER
N 88'21 'S2' W 661.60' ` / R r 80 � N 86'03' E
f ► / (661.45' PER MS 750) 415.73'
.� 5� ' o, 16.3 7' N 10'31'07" W S 02 E 94.54' ,
1 `` °f I 16.96 I L
`\ I SECTION LINE PER RS 373 �`' s 13.69' I 3t N 87° 12'39" W 645.07' POINT
I ' 20' 1664.62' W /NE
CENTER LINE OF RS 373 , NE COR. LOT 14, IWAP 2
PER DEED RECORDED IN ;.� �v 2 / AS SHOWN ON MAP 6690.
N ^
DEED BOOK 1038, o \ SEE CO. FIELD BOOK, R 458, Z j
\ PAGE 333, ON 1 1- 23 -24. 1 PAGE 234, NOTHING SET. v /
\ ov
w DETAIL "C"
NO SCALE /
SAN DIEGO N CENTERLINE OF OLD COUNTY
AND ENGINEERING. I N VEYING ROAD SURVEY NO. 40.
9520 CHESAPEAKE DRIVE, SUITE 601
SAN DIEGO, CA 565 -8362
A.P.N. 258 - 130 --46
CALIFORNIA COORDINATE INDEX 322 -1683