2021-7000099RECORD OF SURVEY MAP NO.
DEED TABLE:
DB... DEED RECORDED 8/3/2020 AS
DOC. NO. 2020--0427911
DD1..DEED RECORDED 2/7/1957 AS
DOC. NO. 19627
DD2.,DEED RECORDED 6/17/1960 AS
DOC. NO, 124296
DD3..DEED RECORDED 10/28/1966 AS
DOC. NO. 172421
DD4..DEED RECORDED 11 /23/1987 AS
DOC. NO. 87-652001
/ I
ti
DD1 ENCOMPASSES DD2, DD3, DD4, AND A PORTION OF MAP 12014. THE FIRST CONVEYANCE MADE BY THE OWNER OF DD1 j
WAS DD2 ON 2/7/1957 AND IS THE SENIOR DEED TO DD3 AND DD4. THE SECOND CONVEYANCE BY THE OWNER OF DD1 WAS
DD3 ON 6/17/1960 AND IS JUNIOR TO DD2 AND SENIOR TO DD4. DEED RECORDED AS DOC. NO. 74-142925 (POR. MAP
12014) ON 5/31 /74 WAS FOR THE NORTHERLY 373.00' OF DD1 AND HAS NO EFFECT ON THIS SURVEY AND IS NOT SHOWN
HEREON. THE REMAINDER OF DD1 WAS RE -CONVEYED AS DD4 ON 11 /23/1987 AND ENCOMPASSES THE AREA WITHIN PM
16868.
DD2 WAS WRITTEN AS "THE EASTERLY 70 FEET OF THE WESTERLY 146 FEET OF THE SOUTHERLY 163 FEET" OF THE AREA
ENCOMPASSED WITHIN DD1 AND THERE IS NO CALL FOR THESE DIMENSIONS TO BE MEASURED ALONG A LINE. DD3 WAS
WRITTEN AS "THE WESTERLY 76 FEET OF THE SOUTHERLY 163 FEET" OF THE AREA ENCOMPASSED WITHIN DD1 AND THERE IS
NO CALL FOR THESE DIMENSIONS TO BE MEASURED ALONG A LINE.
IT IS THIS SURVEYOR'S OPINION THAT DD4 IS ERROR IN THAT IT MEASURED THE WESTERLY 146 FEET ALONG THE SOUTH LINE
OF THE NW 1/4 SEC. 10 AND MEASURED THE SOUTHERLY 163 FEET ALONG A LINE THAT IS PARALLEL WITH WESTERLY LINE
OF THE EAST 1 /2 OF THE SW 1/4, SW 1/4, NW 1/4 SEC. 10. THIS ERROR HAS CREATED AN OVERLAP OF 0.38' ALONG THE
NORTHERLY LINE OF DD2 AND DD3 AND AN OVERLAP OF 0.34' ALONG THE EASTERLY LINE OF DD2 AS CALCULATED PER
DEEDS.
PM 16868 HELD RECORD DISTANCE PER DD4 ALONG THE SOUTHERLY LINE OF NW 1/4 SEC. 10 FROM THE SE CORNER OF THE
EAST 1 /2 OF THE SW 1/4, SW 1 /W, NW 1/4 SEC. 10. BASED ON MONUMENTS FOUND, THE ERROR ON THE EASTERLY LINE OF
DD2 IS AN OVERLAP OF 0.08'. PM 16868 HELD A DISTANCE OF 163.07' ALONG A LINE THAT IS PARALLEL WITH THE WEST
LINE OF THE EAST 1 /2 OF THE SW 1/4, SW 1/4, NW 1 /4 SEC. 10. BASED ON FOUND MONUMENTS PER PM 16868, THE
ERROR ON THE NORTHER4_Y LINE OF THE SOUTHERLY 163 FEET IS AN OVERLAP OF 0.36'.
THIS SURVEY HELD THE WESTERLY 76.00' PERPENDICULAR TO THE WESTERLY LINE OF THE EAST 1/2 OF THE SW 1/4, SW
1/4, NW 1/4 OF SEC. 10 AND HELD 163.00' PERPENDICULAR TO THE SOUTHERLY LINE OF THE NW 1/4 SEC. 10 PER DD3.
HELD FOR LINE
N88`58'42"W 146.27' (N88°58'09"W 146.26'R1)
5.22'(5.35'R4)
FOUND 1 /2" REBAR WITH PLASTIC CAP
STAMPED LS 6706 PER R4, LEANING AND
LYING 0.34' WESTERLY OF THE WEST LINE OF
THE EAST 1 /2, SW 1/4, SW 1/4 NW 1/4
SEC. 10, MEASURED PERPENDICULAR, EFC.
NOT HELD AS POINT ON LINE. Y
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N88°52'57"W 146.34' M & CALC'D PER DD
-
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X L HELD FOR LINE PL PER R1 EFC
w SEE SURVEYOR'S NOTE
C? t7 Zo
N d
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Li
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W Z
WEST LINE OF EAST 1 /2, SW 1/4, (o "
mot'
SW 1/4, NW 1/4 SEC. 10. PER
R1, R2, R3, R4. v � n ?w o
�- �n
0 co
DD
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Lo
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FOUND RUSTED 1 /2" SQ PIN, NOn PL PER DD2 HOLDING 146.00'
STAMP, NO RECORD. LYING PERPENDICULAR TO WEST LINE OF
N65"00'31 "W 0.72' FROM TRUE EAST 1 /2, SW 1/4, SW 1/4, NW 1/4
CORNER. R3 INDICATES SETTING 76.00' M , SEC. 10. EXAGERATED FOR CLARITY.
3/4 IP WITH CAP STAMPED LS & DD 0.08 EFC SEE SURVEYOR'S NOTE.
6665, NOT FOUND. BELEIVED TO FOUND 3/4" O.D. PIPE70.00' DD2
HAVE BEEN DESTROYED BY ,BENT SOUTHERLY, OPEN,
CONSTRUCTION OF CONCRETE NO RECORD. SHOT AT
SLAB FOR TRASH ENCLOSURE. BEND, LYING N40°44'08"W
0.20' FROM TRUE CORNER.
NOT ACCEPTED.
0.03 EFC 208.36' (208.29'R1)(208.35'R3)
76.18' 7,7 �__] I
o '
c11 �
0
' FOUND 1 /2" REBAR WITH PLASTIC CAP
STAMPED LS 6706 PER R4, LYING 0.10'
EASTERLY OF THE WEST LINE EAST 1 /2,
SW 1/4, SW 1/4 NW1 /4 SEC. 10,
cj MEASURED PERPENDICULAR, EFC. NOT
HELD AS POINT ON .LINE.
w
ESTABLISHED BY INTERSECTION r 00 ESTABLISHED BY INTERSECTION
146.26' (146.28'R3) ; HOLDING RECORD ANGLE PER R1
r SOUTH LINE NW 1/4 SEC 10
146.34' M & CALC'D PER DD
354.72'(354.64'R1)(354.74'R3)(354.40'DD) MINION STREET
� �--^`
N88°52'57"W 1248.68' (N88-52'57"W 1248.71'R1)(N88-53'25"W 1248.68R2)(N88°52'57"W R3)(N88f52'57"W 1248.56'R4)(N88"52'57"W 1248.71R5)(N89f33'40"W
T
i V
1 }, — 3 Q'
-25 0 50 100
COSTA AVE
`'
s
SITE
ENCINITAS BLVD
VICINITY MAP
N S
T
0
Q 15.71 '
(15.70' R1,R2,R5)
0
c�
THE WESTERLY 76.00 FEET OF THE SOUTHERLY 163.00 FEET OF THE
EAST HALF OF SOUTHWEST QUARTER
RANGEQUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP
13 SOUTH, ,•D ! MERIDIAN,
COUNTY OF e # STATE OF CALIFORNIA,
# 'd ACCORDING
#! i TO
OFFICAL PLAT THEREOF, AS DESCRIBED IN DEED RECORDED AUGUST
3,2020AS DOC. NO.2020-0427911,O.R.
LEGEND
0 .... SET 1/2"Xl 8" REBAR WITH PLASTIC CAP STAMPED LS 9282
FOUND MONUMENT AS # ! HEREON
FOUND STREETMONUMENT ii
.... FOUND PUNCHED BOAT SPIKE PER PM 16868, ROS 9887,
.# 15267, AND .O
' RECORD DATA s !. !ft!
RECORD DATA . ROS 15267
R4 RECORD DATA
DD..SEE DEED TABLE HEREON
IRON PIPE
EFC..EXAGERATED FOR CLARITY
NOT # SCALE
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
UNION STREET AS SHOWN ON PARCEL MAP 16868, IE: N88*52'57W.
w 1
w so
WILLIAM D. TUCK P.L.S. 9282 DATE
RECORDER'S STATEMENT
FILE NO.- 202-1
d
FILED THIS d 202 1. AT
O'CLOCK ' M. IN BOOK OF # ' ! OF d
PAGE AT
REQUEST OF d
y�
iNEST J. ® # ! ! ! i
FEE 4D 43.00
SPHERE SURVEYING AND MAPPING} INC. CALIF. COORD. INDEX 326-1677 (CCS 27)
330 LUISENO AVE.
OCEANSIDE, CA. 92057
(760)803-9107 JOB No. 2020-072 ASSESSORS PARCEL NO. 256-171-12-46