2019-7000175LINE TABLE
— —
— —
DISTANCE
L1
N 89 029'47" W
+ — —
L2
N 89 °29'47" W
5.00'
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N 88°46'30" E 4412.92' GROUND
(4412.75' GRID)
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FOUND 2 -1/2" BRASS
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PIPE LS 7655 PER R2
L3
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120.00 HELD PER
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299.97'
R4
120.42'
6
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N 89 029'47" W 420.39'(N 89 030'53" W 420.32, R2)
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DETAIL 2
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LOT 8
BLOCK 1
BLOCK 1
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20.00' 20,00'
N 89 °30'14" W 1.84'
MAP 1791
FOUND 5/8" ROD PER R1, R2.
MAP 1791 `'
(N 89 030'50" W 1.86' R2)
SEE DETAIL N0.1
I
DETAIL 1
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 89 029'47" W
5.00'
L2
N 89 °29'47" W
5.00'
L3
N 05-18-48" E
5.00'
LOT 11
BLOCK 1
MAP 1791
I PUEBLA ST
� FOUND 2" IRON PIPE RCE
24000 PER ROS 17895
RECORD OF SURVEY NO. �.3oc.705
SHEET 1 OF 1 SHEET
PLSA JOB NO. 2739
RECORD OF SURVEY OF
THE EAST 120.00 FEET OF THE SOUTH 83.50 FEET OF LOT 6 IN BLOCK 1 OF AVOCADO ACRES, IN THE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 1791, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 1924.
AS DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER
AS DOCUMENT NO. 2017 - 0270312.
PROPERTY LINE
RIGHT -OF -WAY LINE
0 SET 3/4" X 18" IRON PIPE WITH DISK LS 8486
EI SET GIN SPIKE AND WASHER LS 8486
CENTER LINE • FOUND MONUMENT AS INDICATED
ADJOINING PROPERTY LINE ( ) RECORD BOUNDARY DATA AS INDICATED
— — — — — — TIE LINE / REFERENCE LINE
VICINITY MAP
SURVEYOR'S STATEMENT
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$ 1"=10001
SURVEYOR'S STATEMENT
SCALE: 1" = 40'
0 40 80 120
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT
THE REQUEST OF CHARLES G. NIXON ON JULY 12, 2017.
3/6/2019
PAUL E. GOEBEL, PLS 8486 DATE
REFERENCES
R1 - ROS 17922 R2 - ROS 17606 R3 - MAP 1791
R4 - GRANT DEED, DOC. NO. 2017-0270312
NOTE
FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION (b), PARAGRAPH (4).
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED UPON THE CALIFORNIA COORDINATE SYSTEM
NAD83, ZONE 6, EPOCH 1991.35, GRID BEARING BETWEEN THE CITY OF ENCINITAS HORIZONTAL
CONTROL POINTS ENC 1024 AND ENC 1023, IE N 88 046'30" E, AS SHOWN ON ROS 18416, BOTH
STATIONS HAVING FIRST ORDER ACCURACY.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND
*TODDS VEYORS' ACT THIS Pr DAY OF IWA Y , 204. N� LSO
W. THOMAS, PLS 7131 � TODD
ALL
FOR THE COUNTY SURVEYOR a W. THOMAS
RECORDER'S CERTIFICATE LS 7131
FILE NO. 4414 -7060
FILED THIS , DAY OF &ft , 2 , AT ; / O'CLOCK VM qc CAS -�Fc�'
IN BOOK OF RECORD OF SURVEY MAPS PAGE
AT THE REQUEST OF I?A VL -r.- Gv &i3e L.
FEE , a
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER
BY:
DEPUTY COUNTY RECORDER
PASCO LARET SUITER
& ASSOCIATES
PH. 858.259.6212 1 PLSAENGINEERING.COM
APN: 256 - 122 -30
CCI: 326 -1677
zN
� CD O
o
° O
U 4L
Z
IT �O
G
of
CD
X00
SCALE: 1" = 40'
0 40 80 120
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT
THE REQUEST OF CHARLES G. NIXON ON JULY 12, 2017.
3/6/2019
PAUL E. GOEBEL, PLS 8486 DATE
REFERENCES
R1 - ROS 17922 R2 - ROS 17606 R3 - MAP 1791
R4 - GRANT DEED, DOC. NO. 2017-0270312
NOTE
FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION (b), PARAGRAPH (4).
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED UPON THE CALIFORNIA COORDINATE SYSTEM
NAD83, ZONE 6, EPOCH 1991.35, GRID BEARING BETWEEN THE CITY OF ENCINITAS HORIZONTAL
CONTROL POINTS ENC 1024 AND ENC 1023, IE N 88 046'30" E, AS SHOWN ON ROS 18416, BOTH
STATIONS HAVING FIRST ORDER ACCURACY.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND
*TODDS VEYORS' ACT THIS Pr DAY OF IWA Y , 204. N� LSO
W. THOMAS, PLS 7131 � TODD
ALL
FOR THE COUNTY SURVEYOR a W. THOMAS
RECORDER'S CERTIFICATE LS 7131
FILE NO. 4414 -7060
FILED THIS , DAY OF &ft , 2 , AT ; / O'CLOCK VM qc CAS -�Fc�'
IN BOOK OF RECORD OF SURVEY MAPS PAGE
AT THE REQUEST OF I?A VL -r.- Gv &i3e L.
FEE , a
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER
BY:
DEPUTY COUNTY RECORDER
PASCO LARET SUITER
& ASSOCIATES
PH. 858.259.6212 1 PLSAENGINEERING.COM
APN: 256 - 122 -30
CCI: 326 -1677