HomeMy WebLinkAbout13850; ROS 13850; ROS 13850; 01PROPERTY
LOCATION
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VICINITY MAP
NOT TO SCALE
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(
N 86"34'19" W
21.70'
60' PRIVATE EASEMENT
FOR ROAD & UTILITIES
RECORDED 4/10/72 AS
F /P NO. 72-86672 O.R.
Ct:)
Q) ,--.
1.0 ,--. -
FD. 2" IP TAGGED DETAIL "A"
NOT TO SCALE
'L.S. 2789' PER P.M. 6695 & 15198
MAP NO'S 11336, 11033, 12040, 12141,
AND 12405, AND R.O.S. 9888
36.47'
35.90
DETAIL "B"
NOT TO SCALE
GRAPHIC SCALE
IRON PIN .s. 6478
AGGED)
300,.J , so JOO 600 ~•c ~-----ti
( IN FEET )
1 Inch = 300 ft.
RIGHT-OF-WAY ENGINEERING SERVICES, INC.
AutoCAD fnam.: MERKELRS.clwg
60' PRIVATE EASEMENT
FOR ROAD & UTlLITlES
RECORDED 4/10/72 AS
F /P NO. 72-B6670 O.R.
N 70"41 '43" E 227.59'
[N 70"40'19" E 227.59']
-J [N 89"56' 40" E
N 89"58'04" E
CB
917.02']
917.13'
I 7
I
EASEMENT REC'D
B/17 /61 AS DOC. I / NO. 141468 O.R.
~I ~ ~ -J
I &' I C5 ~
I <J'
I ( Q, IT "' 37·45•09J I R -= 280.00' I T = 95.7B'
L = 184.56'
I .,,...,..r-L6
I SEE DETAIL "A" I
I
608.04'
60B.04'].._
N 4516'33" E 179.93'
[N 4510'11" E 1B0.20']
(N 45"02'33" W 179.96'
IT = 2011' 39] = 330.00'
-= 58.77' = 116.31'
D. = 37"45'23"
R = 280.00'
T = 95.75'
L = 184.51'
. I~ ...i-• r 1z ...i-'-'
~I
zl
J\;JAP
• E 553.87'1 (N 83'31°22 6B3.84' N 83"33'04" E
FD. NOTHING
SET NOTHING
rJ O r> Jl.J .J L,).J 9BBB
-J3909
FD. 3/4" IP TAGGED
'L.S. 3338' PER R.O.S. 9888,
P.M. 13909 AND MAP 11714
MAP -J-JJ-J-4
FD. 3/4" IP TAGGED
'R.C.E. 29271' PER R.O.S. 9888,
P.M. 13909 AND MAP 11714
R.O.S.
-.~ N 18"42'54" W 45.72'
(N 18"42'54" W 45.57'
PER MAP 11674)
DETAIL "c"
NOT TO SCALE
N 25"09'51" W 263.B2'
----(N 2510'09" W 263.76' PER R.O.S. 988B)
[N 25"09'48" W 263.64']
FD. 2" IP TAGGED
'R.C.E. 29271' PER P.M.
__t_-J _§_4 "49~6:.__ E_jR_l_ _,., _.,,-
(N. T.)
13909 MAP 11714
f::,. = 55·00•31• IT = 57'57'46J (/::,. = 57"59•15•)
N 57'09'43" W @)
--(N.T.) ----. ,
N 32'52'09" E 172. 76'
[N 32'47'58" E 172.BB']
D. = 20"10'55•
R = 330.00'
T = 5B.73'
L = 116.24'
wl
~I;?
b lz. IC) '-'
81
zi
R = 250.00' R = 250.00' R = 250.00'
T = 138.60' T -= 138.47' L = 253.02'
L -= 253.11' L = 252.91' PER R.O.S. 98B8
FD. 3/4" IP TAGGED
'R.C.E. 29271' PER P.M.
13909 AND R.O.S. 9888
133.39'
133.42']
274.36'
274.34']
D. -= 32"02' 39•
R -= 220.00'
T = 63.1B'
L = 123.04'
IT C 56"11'22]
C 220.00'
-= 117.44' = 215.75'
IT = 32"01 '03J -= 220.00'
-= 63.12'
-= 122.94'
PER DEED RECORDED
8/17 /61, DOC. NO. 141468) SEE DETAIL "B"
LINE COURSE DATA
LINE MEASURED RECORD
DIRECTION DISTANCE DIRECTION DISTANCE
L1 N 63"04'19" E 252.14' rN 63'02'35" E 252.19']
CURVE DATA L2 N 79i2'00" W 11B.13' rN 79"11'16" W 118.09'1
CURVE RADIUS LENGTH DELTA L3 N 44•39'55• E 131.B3' [N 44·37'22• E 131.87']
C1 240.00 217.B2" 52·00·00· L4 N 04i6'56" W 62.46'
C2 50.00' 22.69' 26"00'00" L5 N 47'43'04" E 72.00'
C3 30.00' 37.87' 72"20'00· L7 N 50"36'56" W 150.00'
C4 50.00' 90.83' 104"05'00" LB N 53"28'04" E 81.00'
C5 50.00' 96.57' 110·40•00· L6 N 21"43'04" E 33.00'
C6 240.00' 461.12' 110·05'00· L9 N 52°53'04" E 115.00'
C7 200.00· 6B.07' 19·30'00· L10 N 33"23'04" E 52.00'
CB 100.00' 58.32' 33·25•00· L11 N 00"01'56" W 127.00'
NO. 13850
SHEET 1 OF 1 SHEETS
RECORD OF SURVEY
A PORTION OF LOT 'c' OF RANCHO AGUA HEDIONDA
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 823, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO, NOVEMBER 16, 1896.
LEGEND
[ ] DENOTES RECORD PER R.O.S. 6478
( ) DENOTES RECORD AS NOTED
e DENOTES FOUND OPEN 3/4" IRON PIPE PER R.0.S. 6478,
SET TAG LS. 3997, UNLESS OTHERWISE NOTED
■ DENOTES FOUND MONUMENT AS DESCRIBED
Q DENOTES SET 3/4" x 18" IRON PIPE & TAG L.S. 3997
MON. MONUMENT ON. DOWN
IP IRON PIPE REF. REFERENCE
FD. FOUND (R) RADIAL
N.T. NON-TANGENT NO'S NUMBERS
REC'D RECORDED
BASIS OF BEARING
THE BASIS OF BEARING OF THIS MAP IS THAT
CERTAIN COURSE ALONG THE SOUTHWESTERLY
BOUNDARY OF R.O.S. 9888. (I.E. N 18"42'54" W)
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 CARLSBAD MUNICIPAL WATER DISTRICT
IN JANUARY, 1992.
COUNTY ENGINEERS STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS
30 +_!\ DAY OF JU t.Y 1992.
GRANVILLE M. BOWMAN
COUNTY ENGINEER
RCE~
BY _y(rlO {_.) ~---
4<0SS (A). CARl.Sov
L-S. 49G3
RECORDER'S STATEMENT
FILE NO. 92-4-7{:, 30~
FILED THIS 30 DAY JUL-'/ 1992
AT1!28_ O'CLOCK A-ti\-IN BOOK OF RECORDS
OF SURVEYS AT PAGE (3850 AT THE
REQUEST OF CECIL E. RYALS
FEE $ 5.00 l(.P:
.1 I .tic> MF
ANNETTE EVANS BY --~-'------1-1-=----
COUNTY RECORDER
CALIFORNIA COORDINATE INDEX 358-1689
ASSESSOR'S PARCEL BOOK 169, PAGES 23 AND 50