HomeMy WebLinkAbout23554; ROS 23554; ROS 23554; 01SURVEYOR'S NOTES
IA! .•. BENCHMARK USED TO ESTABLISH MEAN HIGH WATER (MHW)
LINE IS CITY OF CARLSBAD BENCHMARK CLSB-57 PER
RECORD OF SURVEY 17271, ELEV.=46.18' NAVD88. THE
BASIS OF TIDAL ELEVATION IS STATION 9410230, LA JOLLA,
CA. NAVD88 ELEV.=0.19' ABOVE MEAN LOWER LOW WATER.
MHW ELEV.=4.60' (4.41' NAVD88). MHW WAS ESTABLISHED
PERFORMING 4 CROSS SECTIONS ALONG THE REAR OF THE
PROPERTY ON 9/20/2019. THIS LINE IS SUBJECT TO
CHANGE DUE TO THE NATURAL MIGRATION OF SAND
THROUGHOUT THE YEAR AND IS SHOWN HEREON FOR
REFERENCE ONLY.
13] ... HELD FOUND MONUMENTS NO. 5 AND NO. 6 TO ESTABLISH
THE RIGHT OF WAY OF SHORE DR. (PONDEROSA DR.).
IC] ... HELD FOUND MONUMENTS NO. 7 AND NO. 8 TO ESTABLISH
RIGHT OF WAY OF SHORE DR. (SUMACH DR.).
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SET PER LEGEND IN
CONCRETE FOOTING
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DEED TABIE
DD .... OWNERS DEED RECORDED APRIL 03, 2019
AS DOC. NO. 2019-0118829.
DD1..DEED RECORDED SEPTEMBER 23, 2013 AS
DOC. NO. 2019~0587944.
DD3 .. DEED RECORDED FEBRUARY 20, 1958 AS
DOC. NO. 28356.
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1"=40' -25 0 ---50
SPHERE SURVEYING AND MAPPING, INC.
330 LUISENO AVE.
OCEANSIDE, CA. 92057
(760)803-9107 JOB NO. 2019-039
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RECORD OF SURVEY NO. 23S5'1
MONUMENT TABLE
(D FOUND 3/4" IRON PIPE WITH BRASS DISK STAMPED LS 2789 0.2' UNDER
BRICK PAVER, NO RECORD. SURVEYOR'S PRIVATE RECORDS ARE MISSING.
ACCEPTED AS DEED CORNER AND POINT OF INTERSECTION OF RIGHT OF WAY. (1) FOUND 3/4" IRON PIPE, OPEN, DOWN 0.7' AT BASE OF ADOBE WALL FOOTING,
NO RECORD. LYING 0.03' SOUTHEASTERLY OF RIGHT OF WAY, TIE ONLY. @) FOUND CONCRETE NAIL, NO RECORD. NOT ACCEPTED AS POINT ON
CENTERLINE OF SHORE DRIVE. (±) FOUND CONCRETE NAIL, NO RECORD. NOT ACCEPTED AS INTERSECTION OF
SHORE DR. AND CARLSBAD BLVD.
@ FOUND LEAD & DISK STAMPED LS 8259 PER CR 36907. ACCEPTED AS 14.00'
OFFSET TO RIGHT OF WAY LYING 0.02' NORTHEASTERLY OF PCR.
@ FOUND LEAD & DISK STAMPED LS 8259 PER CR 36907. ACCEPTED AS 14.00'
OFFSET TO PROPERTY CORNER LOTS 21 & 40.
(J) FOUND LEAD & DISK STAMPED LS 8259 PER CR 36907. ACCEPTED AS 12.00'
OFFSET TO PCR OF RIGHT OF WAY.
@ FOUND LEAD & DISK STAMPED LS 8259 PER CR 36907. ACCEPTED AS 12.00'
OFFSET TO PROPERTY CORNER LOTS 21 & 22. @) FOUND LEAD & DISK STAMPED LS 4368 PER CR 10942. ACCEPTED AS POINT
ON PROD OF PL OF LOTS 22 & 23 LYING 11.99' SW'LY OF RIGHT OF WAY.
@ FOUND LEAD & D!SK STAMPED LS 4368 PER CR 36907. ACCEPTED AS 12.00'
OFFSET TO PROPERTY CORNER LOTS 23 & 24.
@ FOUND LEAD & DISK STAMPED LS 5267 PER CR 24659. ACCEPTED AS POINT
ON PROD OF PL LYING 12.13' NE'LY OF RIGHT OF WAY. CR 24659 SHOWS
SETTING AT 12.50' TO PROPERTY CORNER. @ FOUND LEAD & DISK STAMPED LS 5267 PER CR 24659. ACCEPTED AS POINT
ON PROD OF PL LYING 12.15' NE'LY OF RIGHT OF WAY. CR 24659 SHOWS
SETTING AT 12.50' TO PROPERTY CORNER.
VICINITY MAP
NTS.
NUM DISTANCE
L1 14.00'
L2 14.00'
L3 12.00'
L4 12.00'
L5 11.99'
L6 12.00'
L7 12.13'
L8 12.15'
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R2 R3 R4 R5
14.00'
14.00'
12.00'
12.00'
12.00' 12.00' 11.97'
12.00' 12.00' 11.98'
12.50'
12.50'
SHEET
RECORD OF SURVEY
1 OF 1 SHEET
ALL THAT REAL PROPERTY SITUATED IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS:
PARCEL 1: THAT PORTION OF LOT "H" OF RANCHO AGUA HEDIONDA, IN
THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THERE OF NO. 823, FILED NOVEMBER
16, 1896, PER DEED RECORDED APRIL 03, 2019 AS DOC. NO.
2019-0118829.
LEGEND
....... FOUND MONUMENTS AS NOTED IN MONUMENT TABLE
0 ...... SET 1/2"X18" REBAR WITH PLASTIC CAP STAMPED LS 9282
0 ...... SET LEAD AND BRASS DISK STAMPED LS 9282 IN CONCRETE
RL .... RECORD DATA PER MAP 2696
R2 ...... RECORD DATA PER CORNER RECORD 10942
R3 ...... RECORD DATA PER CORNER RECORD 24659
R4 ...... RECORD DATA PER CORNER RECORD 37421
R5 ...... RECORD DATA PER CORNER RECORD 36907
DD ..... SEE DEED TABLE
SFNF .. SEARCHED FOR NOTHING FOUND
EFC .... EXAGERATED FOR CLARITY
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHEASTERLY
RIGHT OF WAY OF SHORE DRIVE (SUMACH DRIVE PER MAP 2696)AS
SHOWN ON MAP 2696, IE; N30°38'50"W.
SURVEYORS STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF
JAMES E. OUSLEY IN SEPTEMBER, 2019 .
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WILLIAM D. TUCK P.L.S. 9282 DATE
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS JS!!!_ DAY OF
,4PR!L , 2020 .
TODD . THOMAS P.LS. 7131
FOR THE COUNTY SURVEYOR
RECORDER'S STATEMENT
FILE NO. "20~0 -700009,C\
FILEDTHIS \G:>"':h.DAYOF f\f>R\\-,2020,AT
l: 'iO O'CLOCK P .M. IN BOOK OF RECORD OF SURVEY MAPS AT
PAGE __ -_-_-_-_-_-_-_-_-_-__ , AT THE REQUEST OF WILLIAM D. TUCK.
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER
FEE $ 43.00
CALIF. COORD. INDEX 350-1665 (CCS 27)
ASSESSORS PARCEL NO. 210-031-06-00