2017-70000130 INDICATES SET 314" X 18" IRON PIPE AND DISC
MARKED IS 7959 ".
❑ INDICATES SET LEAD AND DISC MARKED IS 7959 ".
• INDICATES FOUND MONUMENT AS NOTED.
♦ INDICATES FOUND M -10 MONUMENT AS NOTED.
R1 INDICATES RECORD DATA PER MAP NO. 1791.
R2 INDICATES RECORD DATA PER PM NO. 3746.
R3 INDICATES RECORD DATA PER PM NO. 7323.
R4 INDICATES RECORD DATA PER PM NO. 2056Z
R5 INDICATES RECORD DATA PER DEED TO BROWN
RECORDED ON OCTOBER 16, 1987 AS FILE NO.
87- 584767, O.R.
R6 INDICATES RECORD DATA PER DEED TO BURGESS
RECORDED ON FEBRUARY 22, 2006 AS FILE NO.
2006 - 0124566, O.R.
®FOUND 112" IRON PIPE WITH DISC MARKED IS
4368" PER PM NO. 20567, ROS NO. 17895.
®FOUND 112" IRON PIPE WITH TACK, ACCEPTED
AS MONUMENT PER PM NO. 20567, ROS NO.
17895. NOT HELD - SHOWN FOR TIE ONLY.
FOUND 112" IRON PIPE WITH DISC MARKED IS
4368" PER PM NO. 20567, ROS NO. 17895.
0 FOUND 314" IRON PIPE AND TACK. ACCEPTED AS
MONUMENT PER PM NO. 20562
OFOUND 5/8" IRON PIN PER MAP NO. 1791, PM
NO. 3746, 7323, 16503, 16945, 20562
OFOUND 112" REBAR WITH CAP MARKED IS
5707" PER PM NO. 20567, ROS NO. 17467,
17468HELD FOR LINE AS DEPICTED.
OFOUND 112" STEEL PIN, NO CAP, PER PM 7323.
HELD FOR LINE AS DEPICTED.
OFOUND 314" IRON PIPE WITH DISC MARKED "RCE
13695". NOT HELD SHOWN FOR TIE ONLY.
OFOUND 112" STEEL PIN, ACCEPTED AS
MONUMENT PER PM NO. 7323, 20567, ROS NO.
17468. HELD FOR LINE AS DEPICTED.
OJ FOUND 5/8" IRON PIN PER MAP NO. 1791, 1801,
8068, PM NO. 3746, 7323, 16945, 20567, ROS
NO. 4560, 4764, 8637, 17468.
OFOUND I" IRON PIPE, OPEN, BENT, MEASURED AT
TOP. NO RECORD. NOT HELD - SHOWN FOR TIE
ONLY.
OFOUND 112" REBAR, NO CAP IN CONCRETE
FOOTING, ACCEPTED AS MONUMENT PER PM
3746. HELD FOR LINE AS DEPICTED
OFOUND 112" REBAR, NO CAP ACCEPTED AS
MONUMENT PER PM NO. 3746. HELD FOR LINE
AS DEPICTED
OFOUND 112" REBAR, NO CAP ACCEPTED AS
MONUMENT PER PM NO. 3746. NOT HELD -
SHOWN FOR TIE ONLY
OFOUND 112" IRON PIPE WITH CONCRETE CORE.
O NO RECORD. HELD FOR LINE AS DEPICTED. SET
DISC MARKED IS 7959 ".
®FOUND 314" IRON PIPE, OPEN, CORRODED, NO
RECORD. HELD FOR LINE AS DEPICTED
OFOUND 314" IRON PIPE WITH CONCRETE CORE.
Q NO RECORD. ACCEPTED AS NORTHWEST CORNER
OF LOT 22.
®FOUND 6 "X6" CONCRETE MONUMENT WITH TACK
ACCEPTED AS MONUMENT PER MAP NO. 1791,
8068, 11456, PM NO. 3746, 15457, 16945,
20567, ROS NO. 4560, 8637, 17467, 17468,
17895.
OFOUND 1" IRON PIPE, WITH CONCRETE CORE AND
TACK. ACCEPTED AS MONUMENT PER P.M. 3746,
ROS 8632 HELD FOR LINE AS DEPICTED.
OFOUND M -10 WELL MONUMENT WITH 3" BRASS
CAP MARKED "RCE 18134" PER MAP NO. 11456,
PM NO. 2056Z
FOUND 1" IRON PIPE, OPEN AND DETERIORATED,
NO RECORD. HELD FOR LINE AS DEPICTED.
OFOUND 112" REBAR, ACCEPTED AS MONUMENT
PER PM NO. 20567, ROS NO. 17467, 17468.
HELD FOR LINE AS DEPICTED.
TZGWM (COPN)
OFOUND 1-112- IRON PIPE, OPEN AND
DETERIORATED, NO RECORD. NOT HELD -SHOWN
FOR TIE ONLY.
OFOUND 314" IRON PIPE, OPEN AND CORRODED.
NO RECORD, NOT HELD -SHOWN FOR TIE ONLY.
QINDICATES 7.00' ROAD DEDICATION PER DEED
RECORDED OCT. 25, 2016 AS DOCUMENT NO.
2016- 0576373 OF O.R.
X INDICATES SEARCHED FOR MONUMENT; NOT FOUND
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
Cl
29.77'
20.00'
85017'40"
Cl (R2) 1
29.78'
20.00'
85'18'00'
LINE TABLE
LINE#
LENGTH
BEARING
L1
152.06'
N05'56'1 5 "E
L1 R2
152.06'
N05016'00 "E
L2
91.71'
N05056'1 5"E
L2 R1
91.64'
N05016'00 "E
L2 R2
91.71'
N05'16'00 "E
L3
60.35'
N05056'1 5"E
L4
10.04'
N89029'01 "W
L4 R2
10.04'
N89'51'11 "E
L5
71.66'
N88046'05 "W
L5 (R2)
71.79'
N89026'00 "W
L6
72.51'
N88046'05 "W
6(R2)
72.25'
N89026'00 "W
L7
66.00'
N88'46'05 "W
1_7 R2
66.00'
N89026'00 "W
L7 R5
66.00'
STREET
L8
255.72'
N88'46'05 "W
L8 R2
255.78'
N89'26'00 "W
L9
71.67'
N88'46'05 "W
L9 R2
71.79'
N89'26'00 "W
L10
72.49'
N88'46'05 "W
L10 R2
72.25'
N89'26'00 "W
L11
66.00'
N88'46'05 "W
L11 R2
66.00'
N89026'00 "W
L12
149.08'
N04021'43 "E
12(R2)
149.09'
N03048'23 "E
L13
149.99'
N04'24'21 "E
L13 R2
149.99'
N03048'23 "E
L14
10.02'
N04028'05 "E
L14 R2
10.02'
NO3'48'23 "E
L15
10.01'
N04021'43 "E
L15 R2
10.01'
NO3'48'23 "E
L16
10.02'
N04024'21 "E
L16 R2
10.02'
N03048'23 "E
L17
352.52'
N89028'33 "W
L17(R 2
353.02'
N89052'30 "W
L18
349.92'
N88046'05 "W
L18 R1
350.46'
N89026'W
L18 R2
349.98'
N89052'30 "W
L18 R4
350.12'
N88045'54 "W
L19
123.48'
N05'56'1 5 "E
L19 R2
123.47'
N05016'00 "E
L20
39.63'
N05056'1 5"E
L 2 0 7R3
39.83'
N05016'00 "E
L21
39.61'
N04028'57 "E
L21 R3
39.74'
NO3'49'00 "E
L22
60.14
N04028'57 "E
L22 R2
60.14'
N03049'1 4"E
L22 R5
60.14'
L22 R6
60.14'
L23
0.14'
N89029'52 "W
L24
0.33'
N27019'29 "E
L25
1.00'
N04028'05 "E
L26
208.33'
N04'28'05 "E
L26 R2
208.33'
NO3'48'23 "E
L27
0.19'
S44'21'23 "E
L28
0.21'
N89028'49 "W
L29
66.02'
N89'29'01 "W
L29 R2
66.01'
N89'51'11 "W
L30
0.85'
N70'55'32 "W
DIUAMVMW
• ' IMOVOdMM
211
r2+2
ENCINITAS
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SHEET 1 OF 2 SHEETS
THAT PORTION OF LOTS 10 AND 11, BLOCK 3 OF AVOCADO ACRES, IN THE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO OFFICIAL MAP THEREOF NO. 1791, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 29, 1924, BEING
MORE PARTICULARLY DESCRIBED IN DEED TO BROWN, RECORDED ON
OCTOBER 16, 1987 AS FILE NO. 87- 584767 OF OFFICIAL RECORDS.
SURVEYOR PS STA J
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE SAND
BY ME OR UNDER MY DIRECTION IN CONFORMANCE ��`'�tLES
WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND
SURVEYOR'S ACT AT THE REQUEST OF MICHAEL
BROWN IN JULY 2016 THROUGH OCTOBER 2016.
N L.S. 7959
l-i w
0 �P
(2 17 OF cA��Fc
SEAN dt NGLERT, L.S. 7959 DATE
BASIS OPB CsS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALCULATED BEARING
BETWEEN STATIONS "134WCCS1" AND "ENC -26" OF THE CITY OF ENCINITAS
SURVEY CONTROL NETWORK PER R.O.S. NO. 18416. BOTH STATIONS HAVING A
CALIFORNIA COORDINATE VALUE OF FIRST ORDER ACCURACY OR BETTER.
BEARINGS ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM (CCS 83)
ZONE 6, 1991.35 EPOCH HORIZONTAL DATUM. THE CALCULATED BEARING
BETWEEN STATIONS "134WCCS1" AND "ENC -26" IS N28'59'42 "W
THE COMBINED SCALE FACTOR AT STATION "134WCCS1" IS 0.99996210 .
GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR.
QUOTED BEARINGS FROM REFERENCE MAPS MAY OR MAY NOT BE IN TERMS OF
SAID SYSTEM.
o °D
w
az
i o SURVEYOR ' S NOTES
3k o
------------ i ------------- i
L� o
N
UN I ON ST.
PT. NO. 1024
FOUND 2.5" BRASS
DISC STAMPED
"134WCCS1 "
PER ROS NO. 18416.
N01'09'16" N 1968854.614
2331.68'(GR D) E 6242001.192
2331.77'(GROUND) �� 7 r'� NAVD88 EL= 178.543'
` J% o d'o
PT. „A„ o
N04'28'57 "E ' s�0�
147.37 (GROUND �,� ?�
147.37 (GRID)
PT.
2 8 389 ?0.,`
029�c,Q0 kk PT. NO. 1026
(G,Q��tipJ FOUND 2.5" CITY OF
J ENCINITAS BRASS DISC
STAMPED "ENC -26 L.S.
7322" PER ROS NO.
18416
N 1965111.036
E 6244075.873
NAVD88 EL = 175.189'
NAD 83 DETAIL
NOT TO SCALE
1. . THE NORTHWESTERLY CORNER OF LOT 1 AND SOUTHWESTERLY CORNER
OF LOT 11 IN BLOCK 3 OF MAP NO. 1791 WERE REESTABLISHED BY
SINGLE PROPORTIONATE MEASUREMENT. THIS PROCEDURE WAS UTILIZED
AS THE MOST EQUITABLE SOLUTION FOR THE BLOCK AS ORIGINAL
CORNERS FOR INTERIOR BLOCK WERE NON- EXISTENT. P.M. NO. 20567
UTILIZED MONUMENTS FROM P.M. NO. 7323 AND R.O.S NO. 17895 THAT
WERE NOT THE RESULTS OF A COMPLETE BLOCK SURVEY.
2. THE NORTHEASTERLY CORNERS OF LOTS 9, 10 AND 11 IN BLOCK 3 OF
MAP NO. 1791 WERE REESTABLISHED BY SINGLE PROPORTIONATE
MEASUREMENT AS DEPICTED.
3. THE NORTHWESTERLY CORNER OF LOT 21 IN BLOCK 3 OF MAP NO. 1791
WAS REESTABLISHED BY SINGLE PROPORTIONATE MEASUREMENT AS
DEPICTED.
4. THE SOUTHEASTERLY CORNER OF PARCEL 2 AND THE NORTHEASTERLY
CORNER OF PARCEL 3 OF P.M. NO. 20567 WERE REESTABLISHED BY
SINGLE PROPORTIONATE MEASUREMENT AS DEPICTED HEREON.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL LAND
SURVEYOR'S ACT THIS - DAY OF
NUAR 2017, �� 1,AN0
��S
, 'OY !L)2�
_ - TODD W. THOMAS, L.S. 7131
FOR THE COUNTY SURVEYOR
ltBWRDMtpS STA
FILE NO. a �r
FILED TqI DAY OF
AT A O' CLOCK - Em
IN BOOK OF RECORDS OF SURVEY
MAPS AT PAGE AT THE
REQUEST OF SEAN C. ENGLERT.
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER BY: I
DEPUTY-COUNTY RECORDER
FEE $12
l/Ilz
LS. 7131
EXP. 12 -31 -18
CLS #1395
APN 256 - 151 -17
CCI 326- -1 677
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