2021-7000355RECORD OF SURVEY MAP NO.-�--
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QUOTED BEARINGS
'' FROM REFERENCE MAPSOR
EEDS MAY OR
MAY NOTTERMS OF
THE COMBIRED GRID FACTOR AT POINT'A'IS
t.99995436.
GRID DISTANCE GROUND DISTANCE
COMBINED r ! FACTOR.ELEVATION AT POINT
A382.92 (NAVD 8:
#ISTANCES SHOWN! ARE • !
, UT
ENC 1028
N:1963311.46 -N ,
E: 6253728.72 c° f` I
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Lo
I I
I I
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FD LEAD AND DISK LS 5211 ,ACCEPTED AS 7.0 L1 - N 88"5323" W 30.00'{ S 89° 7' 4" E 30.00' S} 0 I I
FD 1/2" REBAR, NO CAP, IN LIEU OF CAP "LS 3788", OFFSET PER R4, R9 L2 - N 01026°31" E 15.00' co I �
PER R8, BENT, DN 0.5' L3 - N 8033'29" W 23.06' _ I
FD 1/2" REBAR & BROKEN CAP " 7 °° PER R5. L4 - N 88° 3'23" W 30.00' (S 8-37-24" E 30.00' R5) �- �' I
FD 1/2" SQUARE PIN PER R6. L - 01°06'37" E 0.12' (N 01°19'04" E .14' R4) co �
" ft I I
18 FD -10 WELL MON, LS 5211 PER R4. L6 - N 88053'23" W 76.41' (N 88°54'01" 76.41' R4) 0
FD 2" IRON PIPE, W/ DISK "LS 4611" PER R1. L7 - N 0 1017'14" E 50.24' (N 00°34'08" E 50.7 ' R6)
13 FD M10 STREET MONUMENT W/ BRASS DISC, RCE L8 - N 0 "21'55" E 25.34' (N 01 °21'23" E 25. 2' R1)co
/ FD 3/4" IRON PIPE, W/ CAP, ILLEGIBLE, IN LIEU OF 23909 N 01 °09'54" E 0.07' PER R1. L9 - N 88055'31" W 70.17' (N 88051'05"W 70.13' R1) co co
CAP "LS 4368" PER R10. 0.16' E'LY OF LINE C6 I I
FD 1/2" REBAR, NO CAP, IN LIEU OF CAP "LS 3788" i ` I
FD 1/2" REBAR, NO CAP, I LIEU OF CAP "LS 3788" PER R5. HELD FOR LINE, S0102855"W 0.' FROM I
PER R5. CORNER, DN 0.'o
I I
ILJ FD 3/4" III W/ CAP, "LS 4611", PER. Rl. 21 FIB / "IP W/DISC "LS 1162" PER R2, R1 C) I �
Z I
FD 3/4" IRON PIPE, OPEN, IN LIEU OF DISK "LS FD L&D STAMPED "LS 8739", PER R9. 7.07' O/S 1162" PER R2, SEE R1. FROM POR. N112 OF NE1/4 OF SW1/4 SEC 14, T13S, R4W, S.B.M.Z1
EST BY PRORATION I <1
NORTH LINE OF S1/2 OF S1/2 OF N1/2 wI
OF NE1/4 OF SW1/4 OF SEC 14 mj
N 8 °03' 7" W 630.77' (N 89°4728 W 6 0.75' 5) U-1
30' POR. S1/2 1
S1/2 N1/2 1 1 1 2 I 3 I 1 1 2 �_ E go �
NE1/4 SW114 � F, � W M
I I 1 _ POR. NE1/4 SW1/4 SEC. 14 APN 259-181-02 -
L3 SEC. 14 T13S PM 4156 PM 7739 � � T13S R4W S.B.M. I
R4W S.B.M. - I I � �-- a -t EST. BY c � I
{ I I 4 ++ It o + ft I t APN 259-181-04 APN 259-181-03 INTERSECTION = I
co ROS 22382 I N 88 53 23 W 690.11 (S 89 37 24 E 690.01 R5) I I
22 I 15' 1 494.93' (495.01' R5) (100.75' R8) m '..'
t � + 5 t
L1 165.13 394.37 100.57
__ _. SNF _ - - . _ __ ___ _ _ _ ___ _ _. 631.08 631.23 R5 �?
�'+ (}. c .----------------------------------- , , �
41 165.27' 16 .00' 8 5 4 4 2 9 4 g S� co
L { 5 ) 418.64 {418.65 R4) � L6 73,7 304.22 (304.02 R2) ,253.12 (253.44 lag) c� �-
660.29' 660.01' R5 --- ` / 1
I V� LA { w y I
764.09 ,.� _ c�
N 8805323" W 1 21.42' (S 89-37-24" E 1 21.24' R) LOT i LOT 7 I `o I
7 bo LOT 8CI 1 I I
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N 1 ® I
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C5 0 6 _ EST ESTATES - UNIT 1 1
TRACT NO. 06-005 o c° I C)
w MAP 4923 I
��- MAP 15827 !� 1 I
oi POR. NE1/4 Z � LOT 10
-
Lo w 1/4 SEC. , �
1 c 14 T13S R4 q ROS 2639 Z I I
�- � S.B.M. '� CR 177 i� Z
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-- �,. I LOT 12 to
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to C6 L9 I I
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co PM 9650 1 I
f POR. NE 1/4, SW1/4, SEC. 14, T13S R4W S.B.M. e I
' M 0) 0 I w i
ROS 16184 C6 � d POR. I U) I
tc NE 1 /4 1 w
5.00R 1 { w SW 1 /4 SEC. 1 O I
�N Lo 14T13SR4W I z 1
APN 259-180-16 E �- � S.B.M. --$
ROS 1554 �,. _ G v- I.-
2 I�
I
E z z PM 9650 I I
i
30' (6 c 10 I I
-
(�) 10
I
498.87' (49 .78' R4) AEL _ 266.54' _ N8 :0 44W 1 8. 3f _- I �0 323. 5' (324.00'-R1) tY3 I
q)
N 88050'06" W 1323.17' (N 88051'05" W 1323.17' R4) POINT A 1
w (N88051'05"W 1323.16'-R1) Z ` SEE ETA1L'A' N: 1959611.82wl
�
> > E: 650883.25 l I
EL: 382.92 (NAVD 88) cp I
CGF: 0.99995436
SCALE. 1" - 100'61% mm6m EN C 1035 I
0 100 200 300 N: 1958101.71 I
: 6253793.39 -
+�Alicoll-1011111
.
FD 1/2" REBAR PER R4.
FD L&D STAMPED "LS 8739", PER R9. 6.94' O/S
FROM
FD 1/2" REBAR, ILLEGIBLE, IN LIEU OF CAP "LS
3788" PER R3 (SE COR, NE 1/4, SW1/4 SEC 14).
FD 1/2 REBAR W/ CAP "LS 3788" PER
t+ " fP t4
FD 2 IP DISK{ RCE 13817 IN LIED OF 2 IRON
M t4
FD 1/2 REBAR W/ CAP LS 2875 , BENT, PER ROS
PIPE W/ BRASS DISK STAMPED "CENTER OF SEC
15544.
14" PER R7.
FD 1/2 REBAR W/ CAP "LS 2875" PER R4.
FD 2" IP & DISK "LS 6486" PER R6.
LINE TABLE
d C
PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN
BERNARDINO MERIDIAN, IN THE CITY OF SAN DIEGO, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA; BEING FURTHER DESCRIBED IN DEEDS;
i r R
NOTE
FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762,
SUBDIVISION (b), PARAGRAPH (4) & (5).
FOUND MONUMENT AS INDICATED
{ ) RECORD BOUNDARY DATA AS INDICATED
Q SET " X 24" IRON PIPE AND DISCO LS 8537
PROPERTY LINE
RIGHT-OF-WAY LICE
CENTER LINE
- _... - ® - _ ADJOINING PROPERTY LINE
----------------- TIE LINE / REFERENCE LINE
SURVEYOR'S STATEMENT
i,
56FAUMA-A'Amit-LOM,
PLS 8537 DATE
10
GARY
D. !,
LS 8537 �1
THIS „ HAS BEEN EXAMINED IN ACCORDANCE WITH SECTI+ .
THE PROFESSIONAL LAND SUSURVEYOR DAY OF
♦i.2021.
r E L. MATHE, LS 6185 ., i D
SURVEYORCOUNTY L. MATHEs
BOOK OF i"i OF SURVEY MAPS AT PAGE
AT THE REQUEST i# i MELLOM.
FEE $43.00
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER
i i 1 • 02
• f