HomeMy WebLinkAbout12779; ROS 12779; ROS 12779; 01-02MONUMENT DESCRIPTIONS
[I) FOUND SPIKE IN TOP OF CONCRETE CURB PER CITY OF
CARLSBAD FIELD BOOK 23, PAGE 42.
[[j LOCATION DETERMINED PER CITY OF CARLSBAD TIES IN
FIELD BOOK 23, PAGE 42, THIS LOCATION FALLS ON
EXISTING SEWER MANHOLE COVER, NOTHING SET.
[ll FOUND 1 1/2" IRON PIPE WITH SQUARE TAG MARKED
LS 2411. ( SEE ROS 3235 ) MONUMENT OFFSET 30. 10'
NORTHERLY AT A RIGHT ANGLE TO THE CENTERLINE OF LAS
FLORES DRIVE AS SHOWN HEREON.
W FOUND 1" IRON PIPE WITH SQUARE TAG MARKED LS 2411.
( SEE ROS 3235) MONUMENT OFFSET 30.09' NORTHERLY AT
A RIGHT ANGLE TO THE CENTERLINE OF LAS FLORES DRIVE AS
SHOWN HEREON.
[§J FOUND 3/4" IRON PIPE WITH SQUARE TAG MARKED
LS 2411 PER ROS 1572 AND ROS 3235. MONUMENT
OFFSET 30.06' NORTHERLY AT A RIGHT ANGLE TO THE CENT-
ERLINE OF LAS FLORES DRIVE AS SHOWN HEREON.
(§] FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED DIV.
OF HWYS. PER MS 734. (SEEMS 737 AND CALTRANS RIGHT
OF WAY MAP LO. 3786) MONUMENT OFFSET 30.15' NORTH-
ERLY AT A RIGHT ANGLE TO THE CENTERLINE OF LAS FLORES
DRIVE SHOWN HEREON. THE CALCULATED OFFSET PER
LO. 3786 DATA IS 30.22 FEET.
[zj FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED DIV.
OF HWYS. (SEEMS 737, CALTRANS RIGHT OF WAY MAP
LO. 3786 AND PM 14971 ) MONUMENT OFFSET 30 .11' SOUTH-
ERLY AT A RIGHT ANGLE TO THE CENTERLINE OF LAS FLORES
DRIVE AS SHOWN HEREON.
[iD FOUND 1" IRON PIPE WITH BRASS TAG STAMPED LS 3338,
NO RECORD. ( SEE PM 14971 ) MONUMENT OFFSET 30. 10'
SOUTHERLY AT A RIGHT ANGLE TO THE CENTERLINE OF LAS
FLORES DRIVE AS SHOWN HEREON.
I]] FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED DIV.
OF HWYS. ( SEE MS 737, CALTRANS RIGHT OF WAY MAP
LO. 3786 AND PM 14971) MONUMENT OFFSET 30.07' SOUTH-
ERLY AT A RIGHT ANGLE TO THE CENTERLINE OF LAS FLORES
DRIVE AS SHOWN HEREON.
[Tiij FOUND LEAD, TACK AND BRASS TAG STAMPED DIV. OF
HWYS. IN CENTER OF EXISTING BRIDGE. NO RECORD.
MONUMENT OFFSET 0.10' SOUTHERLY AT A RIGHT ANGLE TO
THE CENTERLINE OF LAS FLORES DRIVE AS SHOWN HEREON.
[!\ FOUND 1' IRON PIPE WITH PLASTIC PLUG STAMPED DIV.
OF HWYS. PER MS 734. (SEEMS 737 AND CALTRANS RIGHT
OF WAY MAP LO. 3786) MONUMENT OFFSET 56.95' NORTH-
ERLY AT A RIGHT ANGLE TO THE CENTERLINE OF LAS FLORES
DRIVE AS SHOWN HEREON. THE CALCULATED OFFSET PER
LO, 3786 DATA IS 57.01 FEET.
[ill FOUND LEAD, TACK ANO BRASS TAG STAMPED ACE 11063
PER MS 734 IN TOP OF CONCRETE WALL. MONUMENT OFFSET
44.61' NORTHERLY AT A RIGHT ANGLE TO THE CENTERLINE
OF LAS FLORES DRIVE AS SHOWN HEREON. THE CALCULATED
OFFSET PER MS 734 DATA IS 44.61 FEET.
~ FOUND BOAT SPIKE PER MS 734. ( SEE MS 737 AND
CALTRANS RIGHT OF WAY MAP LO. 3786) MONUMENT IS
S 16°47' E 0.06' FROM INTERSECTION OF THE SOUTHERLY
SIDELINE OF LAS FLORES DRIVE AND THE EASTERLY SIDE-
LINE OF TUTTLE STREET AS SHOWN HEREON.
~ FOUND 6" X 6" CONCRETE DIV. OF HWYS. MONUMENT WITH
BRASS PIN PER CALTRANS RIGHT OF WAY MAP L0-9654.
MONUMENT ACCEPTED HEREON AS A POINT ON THE SOUTHERLY
SIDELINE OF LAS FLORES DRIVE AND THE WESTERLY SIDELINE
OF TUTTLE STREET.
WESTERN LAND SURVEYING INC. W.0.1352
~ FOUND 3/ 4 • IRON PIPE. OPEN. NO RECORD. MONUMENT
ACCEPTED HEREON AS A POINT ON THE SOUTHERLY SIDELINE
OF LAS FLORES DRIVE. SET TAG AS REFERENCE TO BOUNDARY
CORNER PER NOTE ON SHEET 2 OF THIS MAP.
[!§j FOUND 6"X 6" CONCRETE DIV. OF t-lWYS. MONUMENT WITH
BRASS PIN PER CALTRANS RIGHT OF WAY MAP L0-9654.
MONUMENT ACCEPTED HEREON AS A POINT ON THE WESTERLY
SIDELINE OF TUTTLE STREET.
[Izl FOUND 6"X 6" CONCRETE DIV. OF HWYS. MONUMENT PER
CALTRANS RIGHT OF WAY MAP L0-9654, JOP BROKEN.
SET LEAD, TACK AND BRASS TAG STAMPEb LS 4429 IN TOP
OF MONUMENT. MONUMENT ACCEPTED HEREON AS POINT ON THE
WESTERLY SIDELINE OF TUTTLE STREET.
@] FOUND 6"X 6" CONCRETE DIV. OF HWYS. MONUMENT WITH
BRASS PIN PER CALTRANS RIGHT OF WAY MAP L0-9654.
MONUMENT ACCEPTED HEREON AS A POINT ON THE WESTERLY
SIDELINE OF TUTTLE STREET.
[i]j FOUND BOAT SPIKE PER MS 734.
CALTRANS RIGHT OF WAY MAPS L0.37B6
MONUMENT IS N 19° 12' W 0.06' FROM
(SEE MS 737 AND
AND L0·"9654 )
POSITION OF POINT
OF CURVATURE ON EASTERLY SIDELINE OF TUTTLE STREET AS
SHOWN HEREON.
@9 FOUND BOAT SPIKE PER MS 734. (SEE MS 737 AND
CALTRANS RIGHT OF WAY MAPS LO. 3786 AND L0-9654)
MONUMENT IS N 19°31' W 0.05' FROM POSITION OF POINT
OF CURVATURE ON EASTERLY SIDELINE OF TUTTLE STREET AS
SHOWN HEREON.
[2~ FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED DIV.
OF HWYS. PER MS 734, LEANING EASTERLY. (SEE MS 737
AND CALTRANS RIGHT OF WAY MAPS LO. 3786 AND L0-9654
MONUMENT IS S 16° 15' E 0.10' FROM THE INTERSECTION
OF THE EASTERLY LINE OF TRACT 4 OF MAP 1719 AND THE
NORTHEASTERLY SIDELINE OF TUTTLE STREET AS SHOWN
HEREON.
[2~ FOUND LEAD, TACK ANO BRASS TAG STAMPED DIV. OF
HWYS. IN CONCRETE WALL FOOTING. (SEEMS 737 ANO
CALTRANS RIGHT OF WAY MAP LO. 3786) MONUMENT
ACCEPTED AS POINT ON EASTERLY STOFL !NE OF TUTTLE
SFIEET.
@_3] FOUND 1 1/ 4" IRON PIPE WITH SQUARE COPPER TAG
STAMPED LS 2411 PER ROS 5346. MONUMENT OFFSET 29.96'
EASTERLY AT A RIGHT ANGLE TO THE CENTERLINE OF
TUTTLE STREET AS SHOWN HEREON.
~ FOUND 3/ 4" IRON PIPE WITH WOOD CORE, NO TAG, NO
RECORD. MONUMENT ACCEPTED AS POINT ON THE WESTERLY
SIDELINE OF TUTTLE STREET,
~ FOUND OLD, 1" IRON PIPE, OPEN, NO RECORD. MONU ..
MENT ACCEPTED AS POINT ON THE WESTERLY SIDELINE OF
TUTTLE STREET.
@§ FOUND 1 1/2" OPEN IRON PIPE. NO RECORD. MONU-
MENT ACCEPTED AS POINT ON THE NORTHERLY SIDELINE OF
BUENA VISTA STREET.
[gzj FOUND OLD, 1" IRON PIPE, OPEN, NO RECORD, MONU-
MENT ACCEPTED AS POINT ON THE NORTHERLY SIDELINE OF
BUENA VISTA STREET.
~ FOUND OLD. OETERIORA TING 2" X2" REDWOOD ST AKE,
BURIED, NO RECORD. CENTER OF STAKE ACCEPTED AS
POINT ON NORTHERLY SIDELINE OF BUENA VISTA STREET.
[2~ FOUND 2" IRON PIPE WITH TAG STAMPED ACE 13817 PER
MAP 7593 AND MAP 7970. MONUMENT ACCFPTED AS POINT ON
THE WESTERLY SIDELINE OF JEFFERSON STREET.
R.O.S. MAP NO. 12779
@Qj FOUND 2" IRON PIPE WITH UNREADI\BLE TAG. ( SEE
MAP 7593 AND MAP 7970) MONUMENT ACCEPTED AS POINT ON
THE WESTERLY SIDELINE OF JEFFERSON STREET.
[TI FOUND 3/4" IRON PIPE WITH TAG STAMPED LS 3802. NO
RECORD. MONUMENT ACCEPTED AS POINT ON THE WESTERLY
SIDELINE OF JEFFERSON STREET. ( SEE ROS 3312 )
~ FOUND 3/4"' SOLID IRON PIN. NO RECORD. MONUMENT
ACCEPTED AS POINT ON THE EASTERLY SIDELINE OF JEFFERSON
STREET.
[lj FOUND 1/2" IRON PIPE WITH CONCRETE CORE. NO TAG,
NO RECORD. MONUMENT OFFSET 30.06' EASTERLY AT A RIGHT
ANGLE TO THE CENTERLINE OF JEFFERSON STREET AS SHOWN
HEREON.
[3~ FOUND SPIKE IN TOP OF CONCRETE CURB PER CITY OF
CARLSBAD WORK BOOK 8, PAGE 57. MONUMENT N 47°49' E
41.66' FROM THE INTERSECTION OF JEFFERSON STREET ANO
BUENA VISTA STREET AS SHOWN HEREON. CITY TIE
DIMENSION IS 39.92' TO THE CENTERLINE OF CONSTRUCTED
IMPROVEMENTS. CITY LOCATION NOT ACCEPTED HEREON.
~ FOUND SPIKE IN TOP OF CONCRETE CURB PER CITY OF
CARLSBAD WORK BOOK 8, PAGE 57. MONUMENTS 59°30' E
38. 16' FROM THE INTERSECTION OF JEFFERSON STREET AND
BUENA VISTA STREET AS SHOWN HEREON. CITY TIE
DIMENSION IS 39.66' TO THE CENTERLINE OF CONSTRUCTED
IMPROVEMENTS. CITY LOCATION NOT ACCEPTED HEREON.
@§) FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED
LS 2789, NO RECORD. MONUMENT ACCEPTED AS POINT ON THE
WESTERLY SIDELINE OF TUTTLE STREET.
[i7] FOUND 3/ 4" IRON PIPE WITH UNREADABLE TAG, NO
RECORD. MONUMENT IS N 11 • 30' W O. 12' FROM ANGLE \.ILHD .s,
POINT DESCRIBED IN 00-1 AS SAID ANGLE POINT IS ~<,,,'?,, ·---6',f>p~
SHOWN HEREON "f. 0 -"-"' ..I ' UI '"',1
,,;;;i FOUND 3/4" IRON PIPE WITH BRASS TAG STAMP D clEO~KUMtc• " a 1WL.S4 · LS 2789, NO RECORD. MONUMENT ACCEPTED AS POIN O ~ O.i•, ,, ,, i
EASTERLY BOUNDARY LINE OF SUBJECT PROPERTY. '~ ./ 'J';.,. .. / ,,. ~ FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPfD J°;;q;, ('-"-'/
l"S 2789, NO RECORD. MONUMENT N 72° 2B' E O. 10' FRO,~ tor er,.\ . .\~
AN ANGLE POINT IN THE EASTERLY BOUNDARY OF SUBJECT
PROPERTY. NOT ACCEPTED HEREON.
~ FOUND 3/ 4" IRON PIPE WITH TAG MARKED LS 2632, NO
RECORD. MONUMENT N 54°53 W 0.15' FROM THE SOUTH-
EASTERLY CORNER OF SUBJECT PROPERTY. NOT ACCEPTED
HEREON.
ffij FOUND 3/4" IRON PIPE, OPEN, NO RECORD. MONUMENT
OFFSET 0.05' SOUTHERLY AT A RIGHT ANGLE TO THE SOUTH-
ERLY BOUNDARY LINE OF SUBJECT PROPERTY.
@:g] FOUND 3/4" IRON PIPE WITH TAG MARKED RE 739, NO
RECORD. MONUMENT OFFSET 0.10' NORTHERLY AT A RIGHT
ANGLE TO THE SOUTHERLY BOUNDARY LINE OF SUBJECT PROPERTY.
lg FOUND 3/4" IRON PIPE WITH TAG MARKED RE 739, NO
RECORD. MONUMENT OFFSET 0.10' soutHERLY AT A RIGHT
ANGLE TO THE SOUTHERLY BOUNDARY LINE OF SUBJECT PROPERTY.
~ FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED
LS 2789 BURIED 1 FOOT, NO RECORD. MONUMENT ACCEPTED
AS ANGLE POINT IN BOUNDARY OF SUBJECT PROPERTY.
SHEET 1 OF 2 SHEETS
RECORD OF SURVEY
OF A PORTION OF TRACT 4 OF LAGUNA MESA TRACTS, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 1719, FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY. JUNE 20. 1921.
LEGEND
• INDICATES FOUND MONUMENT AS NOTED
Q INDICATES SET 3/4"X 18" IRON PIPE WITH BRASS DISC
STAMPED LS 4429, UNLESS OTHERWISE NOTED.
1 1 ' . .i. INDICATES ACCESS RIGHTS RELINQUISHED
(SEE SHEET 2 FOR CONTINUATION OF LEGEND)
BASIS OF BEARINGS
THE CALCULATED BEARING OF THE LINE BETWEEN INTERSTATE ROUTE 5
RIGHT OF WAY MONUMENTS LOCATED 269.65' RT OF "O" CENTERLINE AT
STA 236+64.68 AND 249.53' LT OF "b" CENTERLINE AT STA 240+24.21
AS SHOWN ON MS 734. I. E N 86° 59' 57" W. THE BEARINGS SHOWN
HEREON ARE IN TEAMS OF THE CALIFORNIA COORDINATE SYSTEM. ZONE 6.
QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE
IN TERMS OF SAID SYSTEM. CC S 2-7
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
SURVEYOR'S ACT AT THE REQUEST OF RAYMONDE. ESCANO, HORIZON
PACIFIC PROPERTIES. ON 10 JANUARY 1990.
FR DJ. HUNEMULLER. L.S.
SIGNED 23 MARCH 1990
-
4429
COUNTY ENGINEER'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION B766 OF THE
LAND SURVEYOR'S ACT THIS pr!! DAY OF' rTl/L Y 1990.
GRANVILLE M. BOWMAN, R. C. E. 136B 1
COUNTY ENGINEER
BY: {!J~.9½,4ll6
CHARLES E. MOORE, LS 3<)68
RECORDER'S STATEMENT
FILE NO.~f[/~C{e7 FILED THIS .L_;z_g_ DAY OF ~
1990, AT JL~'430'CLOCK .,412'.) IN BOOK OF RECORD OF SVEYJ.PS
AT PAGE t:l7,'JCJ , AT THE REQUEST OF FRED J. HUNEMULLER.
FEE: $5.00 l,,..f
$1.00 M.F. VERA L. LYLE
COUNTY RECORDER
BY~~~~ DEPUTY COUTY RECORDER
CALIF. COOR □. INDEX 366-1659
APN 155-160-12
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107.47'
--~--233.10' -25. 75'
I I
----------
N 89°25'51" W 382.18' --------
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( 490' CALC PER MAP 4RA AND MAP 1719 )
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--"'·"'' ~~o.o,~--21s_75·
-BUENA VISTA WAY
___ --_,,,,e _____ 26 ;--
• -58.39 ---
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30' I 30'
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~~ N 89' 26'01" ~ 550. 04 ;-( 550' CALC PER-MA_P_4_86-) --.
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T11S
T 12 S
~-,i---------------'---~('--'F~O~RM':'=EALY BAILEY ST. ) ---------___ _r-----------------N 89°26'01" W 580.04' --
( S 89'59' E PER MAP 1719 )
30'
M 1-,r:i 995
WESTERN LAND SURVEYING INC. W. 0. 1352
R.O.S. MAP NO. 12779
N 89°25'51' W 1207,66' 2 OF 2
( S 89° 59' E PER RS 316, ROS 1572,
ROS 3235 AND CALC PER MAP 1719)
SHEET
( S 89°57'50" W CALC PER L0-9654)
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DIMENSIONS
CD 30.62'
( N 0°03'37" W PER DD-1 l
® 269.38'
( S o• 03' 37' E PER DO··i
AND LQ-9654 )
0) 149.08'
( N 89' 57' 50' E 149.05
PER DD-1 )
0 N 35'21'48" E 31. 64'
® A• 90°00'00'
R • 20.00'
L • 31.42'
® A• 55° 12'2!'
R • 78.00'
L • 75.15'
(j) 68.99'
® N 35'2!'48' E 100.00'
( S 34°45'29' W PER 00-1 )
@ N 54' 38' 12' W 120.00'
( S 55° 14'31' E PER DD-1 J
@ N 54' 38' 12' W 63.87'
( N 55' I 4' 31 ' W PER 00-1
® A• 55'10'54'
R • 50.00'
L•48.16'
LEGEND (CONTINUED)
@ A • 55' 12'25"
A• 54.00'
L • 52.03'
@) N 00°34'13' E 3.57'
I N 00°02' 10" W CALC PER L0-9654 )
( N 00°34'09' W 3.58' PER MS 734)
@ N 89' 25' 51' W 226. 79'
( S 89' 57 '50' E 227. 08'
L0-9654 I
CALC PER
@) N 89° 25' 51' W 55. 42'
( S 89°57'50" W 55,41' PER L0-9654)
VICINITY MAP
(NO SCALE)
CALC. INDICATES CALCULATED VALUE PER DATA
FROM SOURCf NO TEP .
LO
DD-!
RAD
INDICATES CALTRANS RIGHT OF WAY MAP
ll\YOUT SHEET, NUMBER AS NOTED.
INDICATES DATA FROM DEED DOCUMENT
NUMBER 82-040538 OFFICIAL RECORDS.
RECORDED FEB, 12, 1982 .
INDICATES NON-TANGENT RADIAL
BEARING
60
2
120 180 NOTE: NORTHWESTERLY CORNEA OF SUBJECT PROPERTY FALLS
IN POWER POLE, NOTHING SET. FOUND POINT@ REGARDED
AS A 7.18 FOOT OFFSET TO THIS CORNER. SET BRASS DISC
STAMPED "LS 4429" IN FOUND MONUMENT ~ .
60 45 30 15 0
~J,ii\ii&\&.-_& ____ 21-__.Nt:~
SCALE IN FEET
COOR □. INDEX
155-160-12
CALIF.
APN
366-1659
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