2002-527370 R of MA No 743'..,
N 1/ 2 CF _ 1, r r,, SHEET 1 OF 2 SHEETS
NESENW1 4NW1 4 ,�r ,� - �
� RECORD OF SURVEY
w FD 2" PIPE & DISC LS 3663 OF A PORTION OF THE NW 1 1 4 OF SECTION 14, T 13 S '
PER MAP 10140 & CR 13116
R 4 W, SBM, IN THE CITY OF ENCINI TAS, COUNTY OF SAN
cy 20' 20'
CENTERLINE OF RS 892 & CR 13506 A T CORNER OF
co W DIEGO, S TA TE OF CALIFORNIA.
SEE BOUNDARY LINE AGREEMENTS RECORDED LOTS 168 & 169
w I
I 12117101 AS DOC. NO. 2001 - 0924614 AND o
12117101 AS DOC. NO. 2001- 0924615 ---_\ CP _ ., y _ _ r., SUB SECTION LINE I O rn 1..� J 1 O
T§
I
20.00' O c°
SUB - SECTION LINE -' O I Q LEG
i o �� E D
cl ' O INDICATES A SET 1 x 18 IRON PIP
/ E AND BRASS DISC LS 4368
--- � N 89 36' 06" W 3 — — --� / W AIJAP - 10 - J 4 0
29.00 4,
2.00 < • INDICATES A FOUND MONUMENT, AS NOTED.
o
w
'n N () INDICATES RECORD DATA, AS NOTED.
3 20.95 '
1
7.23' — N 89 06' 36" W 348.18' o A T CORNER OF LOTS 1721173
1
W FD 314 PIPE & DISC LS 3663
I I ^ PER MAP 10140 & CR 13116
I SET IN CONCRETE FENCE POST
w FOOTIN G, NOT USED HEREON. BASIS OF BEARINGS
W
I w
II
1/16 LINE a ") m 0.06' E OF LINE & 100.54' N THE BASIS OF BEARINGS FOR THIS SURVEY, IS THE WEST LINE OF THE
' " I AS SHOWN 00
0.
o OF 2" PIPE (100.68' PER MAP NW 114 OF SECTION 14, ACCORDING TO R of S 8699, 8891, 8347 AND
0 0 " ON SHEET 2 " o to d- 10140) PM 7610, I.E. N 0" 50' 34" E.
O w tp O N O Z
� d` THE LOCATION OF THE LINE BETW EN T ° O ° o O
, E HESS T
N N PARCELS IS FIXED BY THE REVISED LEGAL O (0 Z
W I DESCRIPTION FOR APN 259 - 131 -54 Z •- �,,
CONTAINED IN THE BOUNDARY LINE \ SUR VEYDR'S STA TEMEN T
N I AGREEMENTS NOTED ABOVE — I \ _ _
C I ( THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME, OR UNDER
�. N FD 2 PIPE &DISC LS 3663
° ,.�-- -� I PER MAP 10140 & CR 13116 My DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
N
N 89 36 06 W 348.54 , & PM 15894 SURVEYOR'S ACT AT THE REQUEST OF FREDERICK WEBER SR. AND
� �--- W. 321.70 BARBARA J. WEBER IN THE YEARS 2001 AND 2002.
2 I w
26.84 N 89 46 52 W 12.97 -�/ JON BLAKE, L.S. 43
" 68 G LAND
.. VO
I W ( N 89 ° 10' 56 " W 13.00' _ ° i' EXP. 9130 10 5
PER PM 15894
I _
o N d y o
) N � ' B� �
t0 0 CO �h
N O o �^ I r r �--� r�
Z N J EXP. 9/30/05
Z
km
p �' '�� 4 3 �
/ � " 000 F OF CAL%FO
336.01' --- o W �
°'
/I W
309.51 (n N w COUNTY SURVEYORS S TA TEMEN T
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
FD 2" PIPE &DISC , --
�`' THE LAND SURVEYOR'S ACT
RCE 9490 PER 20.00' ) THIS DAY OF - _raA15 2002.
PM 15894 •,� ' 6.49'
O
�-- - — N 89 40' 38" E 342.98' - - - �5 ��, .j. GIr� r,
( N 89 ° 40' 45" E 343.00' PER PM 15894) .
I PHILIP J. GIURBINO, L.S. 4424 Exp. 9-30-05
ic,(3L 1 5- B, -O: � COUNTY SURVEYOR ,
20' 20' \ '�
O
I
� SURVEYOR'S NOTES RECORDER'S STA TEMEN T
O N THE EAST LINE SHOWN HEREON IS FIXED BY MAP 10140 & PM 1
C� a0 5894 FILE NO. 24 D2-' O 527 3
Z W QO THE SOUTH LINE SHOWN HEREON IS FIXED BY PM 15894 FILED THIS c;21 Sr DAY OF J_UA) 2002
Q
AT : 57& O'CLOCK 1 , IN BOOK OF RECORDS OF SURVEY MAPS
d- A T PAGE 17-6 , AT THE REQUEST OF JON BLAKE.
THE WEST LINE SHOWN HEREON IS FIXED BY THE SUB - SECTION LINE, DETERMINED BY DATA
SHOWN ON R of S 8599
� U)
FEE: $10.00
o THE NORTH LINE SHOWN HEREON IS FIXED BY BOUNDARY AGREEMENTS, WHICH USE THE GREGORY J. SMITH
O SUB- SECTION LINE DETERMINED FROM DATA SHOWN ON R of S 8599 TO FIX THE LINE'S COUNTY RECORDER, CLERK
Z POSITION.
B Y:
SEE SHEET 2 FOR THE PROCEDURE USED TO ESTABLISH RS 8921SEEMAN DRIVE. DEPUTY COUN RECORDER
CON WA Y & ASSOCIATES, INC.
760) 753 -1453 J.N. 00 -007
CAL COORD INDEX 318 -1683
APN 259 - 131 -51 & 54
S M A I,
No .
FOUND 2" IRON PIPE r AT SECTION CORNER SHEET 2 OF 2 SHEETS
LS 354, R of S 6870 FOUND 518" IRON PIN
8347, 8599, 11718 PER MAP 2136 & R of S
AND MANY OTHERS 8347, 8599, 8891, 11718
I AND MANY OTHERS
I
AT SECTION CORNER
I I FOUND 518" IRON PIN
POSITION FOR W 1 /16 S11 r PER RS 458
S14 AND MANY OTHERS w
/ PER Ro fS 8599 & 8891 p
N 89 ° 34' 11 " W 1314.02' p
S10 S11 N
S10 S11
TIE LINE ONLY _
65 7.01
c- - rj oj\j N 11 ° 51' 25" w S 15 S 14 657.01
54 .93' S 15 S 14
- it 14
7 J 1 -1 3 J J P J J I �J
� O s "
I � � W W L, = 90 24 20
O , „ (n
:J J J 1 J I o (90 24 45 PER RS 458)
E ' '3 8 w Nk
I w I d / � . d. ,d. ,y � 0 p
W I w U) w � KI
06 h N 'd - 10 -1 40 to � � �-' � � j` � — CENTERLINE OF
too c(o' ao co ���1r� .l o o RSE892 DRIVE
N co Z Z 0L W
a
w w cy) �./ w ^
O Z
N 89 ° 35' 43" W 1315.62'
N 657.81' 657 N NOTE: NORTH LINE OF SURVEY d. V Q 00 co . 81 FA tt
LLS 2.00 SLY OF LINE rn to �t o
�11 rn W 328.90' 328.91' BETWEEN N 1 2& S 1 2 N L to �. 7
/ / c� \ �O � SI TE
N W SEE SHEET 1 lk d .
N ( 0- o 5 7 4 W
Q to 1
w w
N N `� 3 0 0 1 N 0 44' 14" E 648.13' W W o W Z
Lw O
Q 00 ° ,� 'd• N 1 2 N 89 ° 36' 29" W 658.20' 4 �`' �`` 'P° '''� w 0- 0
°� O 8 4 ") ° O w o Q p THE M -10 MONUMENT AT
wk� Z l O S 89 ° 36' 06 " E 329.00' o o �• to 6 0) � � � � V � O \ STATION 60
+60.25 RS
W to N �, Z to d- c� ° O O 458 = 10+00 SEEMAN
cd o °? 4� 162.00' o N Z O z W DRIVE WAS NOT USED
O s
F d d . 329.10 329.10 n Z Q� HEREON AS IT
0 0 co co 2 d' Z O -.� 'rte w 1 NSTALLED OUT OF
WAS
co 162.04 W
�' � op
o) . OF
O p o CENTERLINE `i: POSITION" AND THE RIGHT
to I I
Z C140. o. SAN MARCOS ROAD ` et o
C 140. i"' °? 6 162.03'
1 ` OF WAY MAP FOR RS
d RS 458 00
rYj I �l ' \ 458 -66 IS NOT CLEAR AS
� "�
�,,� '� • TO N N I / ' \ NORTH 1 /2
1 ( HOW ITS RECORD
\ 1,� ,?^j -p i POSITION WAS DETERMINED.
(3' N ` \ SEE RS 458-66 AND R of S
Z o 329.30 329.30'
8 SOUTH 1/2 8891 & R of S 11718
d � LO W \ 658.61' 658.60' /'' PI �.
W o d` ` N 89 ° 37' 1 � �''" S �.2 ° �� S 9 0 44'48" W 5.41" FROM
5 W 1317.21 \ \ S ;? O 3 ?' s POSITION SHOWN HEREON
4. Zw `\ �' / FOUND M-
10 MONUMENT
O �.•v� POSITION FOR POSITION FOR �'�' S O, S90 6 PI t�) / "- STAMPED S.D. CO. ENGR PER
° \ N 1/16 S 15 S 14 r1 -� `-, J J �� NW 1 16 R RS 9 3 6 ` ' --� RS 458 -66 R of S
4S 8891
® PER Ro fS 85 r 1 4 8 AND MANY �O OTHER
PER Ro fS 8599 & 8891 99 & 8891 / S 15 � S 14 > ' S
FOUND 2 IRON PIPE & DISC \
LS 3065 P J
0) ry _r �� r �-� J _ PE PM 1610 \
clq `1 p s " ,
N 60 05 04 E 130.25
DETAIL OF N 1 OF N W 1 4 ( N 6 0° ' 12 E 130.25' PER RS 892
SECTION 14 ° )
I ( N 60 12 s E PER RS 458
I )
SURVEYOR'S N O TES:
\ THIS MAP IS BASED UPON THE PROCEDURE OF SURVEY SHOWN ON R of S 8599,
1 S 15 S 14 FILED BY ME IN NOVEMBER OF 1980 DETAIL: ROAD SURVEYS 4 58 & 892
FOU 2" IRON PIPE & SEE SURVEYOR'S NOTES ON R o f S 8599 AND R o f S 8891
DISC LS 3065 PER PM (BOTH BY ME).
1610 & 7610 AND R of S ROAD SURVEY NOTES:
8347, 8599 & OTHERS SEE SURVEYOR'S NOTES ON R of S 8347 & PM 7610 AND THE COUNTY THE CONSTRUCTION FOR RS 458 - ENCINITAS BLVD.) .)
DESTROYED ALL THE ORIGINAL
ENGINEER'S NOTE ON 66
REFERENCES TO RS 458 IN THIS AREA, AND NO
R of S 68 70. MONUMENTS SET ON RS 892 ARE
AVAILABLE TODAY. THEREFORE THE ALIGN ALIGNMENT OF RS 458 I S ESTABLISHED SHED
FROM THE WEST LINE OF SECTION 14, AS SHOWN ON RS 458. THE ALIGNMENT OF
SEE SURVEYOR'S NOTES ON R of S 11718. RS 892 IS THEN ESTABLISHED "RECORD"
FROM RS 458.
I MAY NOT AGREE WITH NOTES ON SURVEYS THAT ARE NOT MINE, HOWEVER THE R o f S 11718 & PM 15894 USED RECORD
NOTES ARE PERTINENT. DATA PER RS 458 -66, PROJECTED WEST
FROM THE "EC" AT 63 +36.38' TO FIX THE ALIGNMENT OF RS 892. THIS SURVEY AND
SAID R of S & PM DO NOT AGREE ON THE LOCATION OF RS 892, FOR ABOUT 1
FOOT EAST AND WEST.
CON WA Y & ASSOCIATES, INC.
(760) 753 -1453 J.N. 00- 00 7
CAL COORD INDEX 318 -1683
APN 259 - 131 -51 & 54