2022-7000157RECORD OF SURVEY,
SHEET 1 OF 1 SHEET
Lu¢ RECORD OF SURVEY OF
Uj THOSE PORTIONS OF BLOCKS 22 AND 23 OF COLONY OLIVENHAIN, IN THE CITY
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0 OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
0 MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
00 Q 15392
SAN DIEGO COUNTY, JULY 8,1885, TOGETHER WITH PORTIONS OF E, F, G, 4TH
P C L 4 P C L 4 P C L 4 P C L 4 & 5TH STREETS.
UXA
5TH a STREET N 71-48'17" W *768.48- (768.46- Rl)
408.79
359.69'
NOTE
SCALE: 1" = 80'1
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768 35'
�Y'-j (768.27'Rl)
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FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION
0 80 160 240
408.73'—
VACATE 5TH STREET
- 13.01'
(b), PARAGRAPH (4).
T
T
80'
—T—
-359.631
REFERENCES
LINE TABLE
40' 40'
40'
40'
Rl - ROS 14753
Ll - N 16012'03" E 27.02'
L2 - N 1602753" E 27.01'
L3 - N 16019'57" E 27.02'
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LEGEND FOUND FIRST ORDER GPS CONTROL ON ROS 18416
DEED
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9 FOUND MONUMENT AS INDICATED
REC. 01/31/2021
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RECORD BOUNDARY DATA AS INDICATED
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DOC #2022-0460487 O.R.
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® GIN SPIKE AND WASHER LS 9323
FOUND MONUMENTS
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0 SET 3/4" X 18" IRON PIPE AND DISK LS 9323
FOUND 3/4" IRON PIPE WITH DISK STAMPED
PROPERTY LINE
"LS 4306" PER Rl.
MAP 326
RIGHT-OF-WAY LINE
CENTER LINE
BASIS OF BEARINGS
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C14
ADJOINING PROPERTY LINE
407.80'
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— — — — — — — — — — TIE LINE 1 REFERENCE LINE
THE BASIS OF BEARINGS FOR THIS SURVEY IS
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N 72055'06" W 417.80'
THE CALIFORNIA COORDINATE SYSTEM, NAD 83
(CCS83) EPOCH 1991.35, ZONE 6, AS DETERMINED
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LOCALLY BY A LINE BETWEEN FIRST ORDER
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CONTROL STATIONS 1029 AND 1036 BEING A GRID
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BEARING OF N 44019'37" WAS DERIVED FROM
BLK 23
GEODETIC VALUES SHOWN ON RECORD OF
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SURVEY 18416, CITY OF ENCINITAS SURVEY
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CONTROL, FILED ON SEPTEMBER 3,2004 AS FILE
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SURVEYOR'S STATEMENT
NUMBER 2004-843575 IN THE OFFICE OF THE
BLK 21
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B L K 22
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COUNTY RECORDER OF SAN DIEGO COUNTY.
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DEED
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THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
QUOTED BEARINGS FROM REFERENCE MAPS OR
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REC. 05/19/2021
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
DEEDS MAY OR MAY NOT BE IN TERMS OF SAID
(Y-
LAND SURVEYORS'
YORS'ACT AT THE REQUEST OF JOHN KRATZER ON MARCH 24TH, 2022.
SYSTEM.
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DOC #2021-03802527 O.R.
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THE COMBINED GRID FACTOR AT POINT IS
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LEBL, P . LS 9323 DATE
0.99996537.
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MAXIgI�IAN
GRID DISTANCE = GROUND DISTANCE X
COMBINED GRID
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FACTOR. ELEVATION AT POINT
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IS 44.28 (NAVD88).
DISTANCES SHOWN HEREON ARE GROUNDLS
9323HEREON
VICINITY MAP I I I I I I
40' 40' I I 80 40' 40- I COUNTY SURVEYOR'S STATEMENT
GALS
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THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS Wt^ DAY OF,dam LF11"o _, 2022*
POINT A 40.02'
N: 1958531.32 M&(Rl)
'' 764.93(764.90Rl)
4TH STREET
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N
f
E: 6259429.11
EL: 44.28 b
N 7105828" W 764.74- (764.72' Rl)
VACATED
�ZAYMOND L MATHE, PLS 6185 RAYMOND
COUNTY SURVEYOR L. M A TH E
CGF: 0.99996537
000
LS 6185
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P M RECORDER'S CERTIFICATE
0 BLK 13 BLK 14 5921 FILE NO. 2=07-2-- _70001 51
FILED THIS DAY OF -IL- 2022 AT I. at O'CLOCK A.
ROS 19749 ROS 9767 IN BOOK OF RECORD OF SURVEY MAPS AT PAGE
I I AT THE REQUEST OF MAXIMILIAN LEBL.
mr1w FEE $43.00
P A Sm hC UO' L A OR 6 E T '05"' k mUm I T E OR`
N 44019'37" W 3998.27GRID ERNEST J. DRONENBURG, JR.
ASSOCRTES POINT 1029 BASIS OF BEARINGS POINT 1036 COUNTY RECOR R
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San Diego I Encinitas I Orange County N: 1960165.67 N: 1957305.45
Phone 858.259.8212 1 www.plsaengineering.com E: 6257029.94 E: 6259823.74 BY:
PLEA 2357 DEPUTY COUN ECORDER
259-221-92 &
CCI: 314-1691