HomeMy WebLinkAbout19100; ROS 19100; ROS 19100; 01-03J'l I ',
R.O.S. MAP NO. 1910
SHEET 1 OF 3 SHEETS
RECORD OF SURVEY OF:
STATION 56 ____ @ CITY OF OCEANSIDE
A PORTION OF TRACT 7, 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.
L G
1"= 300'
TRACT 7
MAP 622
\ \ \\
I
----
CITY OF CARLSBAD
\
,,,.-:;
--<?; \:) '{;--r---tt------\---1'
I I
1\
~ifoN 52
\ ~ \ --r[1119 i \ ~J\ ______. I
TRACT 6
\\
I ~ \ __J
TRACT 2 ~ / 1-;::=:w:i=z=w~TERHA VEN DRIVE
STATION 49 ~~
\~
IV,> S 27 \ ii'c :579,, t,w.c:-11-" 8.
, G'Rq::,,~ ..>9, LAS FLORES DRIVE
CLSB 139
LADWIG DESIGN GROUP, INC.
703 PALOMAR AIRPORT RO #300
CAf<LSBAD, Ct,. 92011 JOB 1085
N2'51 '01 "W 425. 93'
TIE LINE, GROUND
CENTER 1/4 COR
SECTION 31
ROS 17271 CONTROL:
CLSB 128 N=2010619.198 E=6227989.315
FOUND BRASS DISC ON JEFFERSON BRIDGE
CLSB 139 N=2007465.166 E=6226282.274
FOUND CADT BRASS DISC ON LAS FLORES BRIDGE
ROS 18056 CONTROL (FIELD TIED VALUES):
STATION 49 N=20077730.07 E=6225465.49
FOUND BOAT SPIKE AND WASHER PER MAP
STATION 56 N=2010823.32 E=6226357.37
FOUND I" IRON PIPE "CALDOT" PER MAP
STATION 52 N=2008357.82 E=6225760.24
FOUND LEAD AND TAG, LS 7019 PER MAP
NOTE: FIELD TIED VALUES DO NOT CONFORM
TO FGCS ACCURACY STANDARDS AND ARE
SHOWN FOR REFERENCE ONLY.
LEGEND
~ ----INDICATES FOUND CONTROL POINT, AS NOTED, PER ROS 17271.
@ ----INDICATES FOUND CONTROL POINT, AS NOTED, PER ROS 18056.
e ----INDICATES FOUND 3/4" IRON PIPE, LS 6140, UNO, PER RECORD OF SURVEY 16963
■ ----INDICATES FOUND 3/4" IRON PIPE, LS 5941, UNO, PER RECORD OF SURVEY 14508
[J ----INDICATES FOUND LEAD AND DISC, RCE 33069, PER RECORD OF SURVEY 14911
e ----INDICATES FOUND 1• IRON PIPE, UNO, CA. DIV HWYS, PER MONUMENTATION MAP MS 734
"-----INDICATES FOUND sm M-10 ST. MONUMENT, PER RECORD OF SURVEY 18056
~ ----INDICATES FOUND 3/4" IRON PIPE, RCE 22835, PER RECORD OF SURVEY 8864, UNO.
@ ----INDICATES FOUND 3/4" IRON PIPE, LS 1444, PER ROS 16963, UNO.
00 ----INDICATES FOUND POINT AS NOTED HEREIN.
0 ----INDICATES SET COTTON GIN PIN & WASHER, LS 3189, IN ASPHALT PAVING
□ ----INDICATES SET 3/4" IRON PIPE, LS 3189, U.N.O.
UNO ---INDICATES "UNLESS NOTED OTHERWISE HEREON"
BASIS OF BEARING:
THE BASIS OF BEARING FOR THIS MAP IS THE LINE BETWEEN FIRST ORDER POINT "CLSB 128" AND
"CLSB 139" SHOWN ON THE CITY OF CARLSBAD SURVEY CONTROL NETWORK, ROS 17271. SAID
BEARINGS ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM. (NAO 83)
IE: N28' 25' 24"E 3586.35'
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
JEFFREY C. TALLMAN IN JULY OF 2005
ROBERT C. LADWIG LS 318
REGISTRATION EXPIRES 6-30-06
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE LAND SURVEYOR'S ACT THIS / 'I -M. DAY OF DEC, ,2005
~/~
PHILIP J. GIURBINO L.S. 4424
COUNTY SURVEYOR
RECORDER'S STATEMENT:
FILE NO.
FILED THIS '20 DAY OF t)ec.""-w.t 2005 ATIO:l~O'cLOCK ~
THE BOOK OF RECORD OF SURVEY MAPS AT PAGE -AT THE
REQUEST OF ROBERT C. LADWIG.
FEE: $12.00 R.F. GREGORY J. SMITH
COUNTY RECORDER
BY:~2:z::::
DEPUTY
p, 9-30-0
CAL COOR □. INDEX 366-1659
156-350-01
o ....
'Tl ~
(ii) ....
0
0
L G
SCALE: 1 "= 200'
NW COR TR 1
MAP 1719
\
NW COR TR 3
MAP 1719
I
\
ROS 14911
LADWIG DESIGN GROUP, INC.
\
\
703 PALOMAR AIRPORT RO #300
CARLSBAD, CA. 92011 JOB 1085
(
ROAD SURVEY 843
NO MONUMENTATION WAS FOUND ALONG THE ALIGNMENT OF
ROAD SURVEY 843. THE CENTERLINE OF THE ROAD SURVEY
WAS ESTABLISHED USING THE M-10 STREET MONUMENTS AT
MARRON ROAD AND THE CALTRANS MONUMENTS AT
INTERSTATE 5 AS SHOWN HEREON. RECORD COURSES PER
SAID SURVEY WERE ADJUSTED BETWEEN STATION 19+56.26
(MS 734) AND 41+83.12 (ROS 18056)SEE SURVEYOR'S
NOTE AT RIGHT AND DETAIL 1.
ROAD SURVEY 135
NO MONUMENTATION WAS FOUND ALONG THE ALIGNMENT OF
ROAD SURVEY 135. THE RIGHT OF WAY WAS ESTABLISHED
USING THE RECORD TIE (24.11 ') SHOWN ON MAP 1719
FROM THE NW CORNER OF TRACT 6, ALONG THE N'LY LINE,
TO THE W'LY R/W OF THE ROAD SURVEY AND FOUND POINTS
ON THE CENTERLINE OF SAID R/W AT JEFFERSON STREET
AS SHOWN HEREON. RECORD COURSES PER MAP 1719 WERE
ADJUSTED BETWEEN SAID POINTS. SEE THIS SHEET AND
DETAIL 2, SHEET 3
NW COR TR 6
MAP 1719
WEST 1/4 COR
SECTION 31
Cl TY OF OCEANSIDE
CITY OF CARLSBAD
0 N05'27'.J8•E 90..J8'
(N05'25'26"£ 90.JS' RB)
0 NS'21'JO•E 172.79'
(N04V.9'36•E 172.18' 01,0.J)
0
0
N7.JU'29"£ 8-1.-#9'
(N72"-#5'£ 8-#.61' 01,0.J)
TRACT 1 MAP 1719
CENTERLINE ROAD
SURVEY 135
EE DETAIL 1
SHEET 3
\
~ ...::,.
14+99.01 JEF"A a
247+06.48 •a·\ -.:,.~
MS 734 ~ ...=,.
\ '(!",
SEE DETAIL 2
SHEET 3
\
m
C')
\
\
~)' \---------__J __ __
"Al -----<z_
\
.J/-1• OPEN
PIP£ PER
PM 18560
PM 18560
I
R.O.S.
CLSB 128 ~ SURVEYOR'S NOTE: THE CENTERLINE
CURVE, CG, WAS NOT USED TO ESTABLISH
THE TANGENT BEARING OF JEFFERSON /
STREET AT L4. THE M-10 MONUMENT AT ~ A\
41 +83. 12 AND THE INTERSECTION OF THE i•,j 't-" /
CENTERLINE OF ROAD SURVEY 843 WITH -~~ ~~-~
THE CENTERLINE OF MARRON ROAD AS i:,.,._,~
SHOWN ON ROS 18056 WAS HELD. ~"' i:,~ ~ ~"' fl CENTERLINE ROAD ~
SURVEY 843 /_
MAP 1136 6. o-...,..0-
TRACT 6
MAP 1719
MAP 3179
MAP 1136
1048.01'
(1048.20' RTI)
FOIJNO 2• IRON PIP£
llfTH CONC.-NO TAG
ACCEPTE:O AS NE CORNER
TRACT 6, MAP 1719 PER
ROS 1.J7-#-#, ROS 18056
ROS 2608
FOUND TAG IN R/11' HUB ANO
CONC. PIP£, RC£ 226.]5, PER
ROS 1.J7#, ROS 18056
NE COR, SW 1 /4
SECTION 31
MAP
UNE DATA
NO. BEARING
L1 N50"J2'Jt•E
L2 N66"56'20"£
L3 N42'12'12"E
L4 N35"53'J3•E
LS N76"J7'28•E
L6 N51 "55'53"W
L7 N23'10'53"W
LB N03'25'53•w
L9 N03'25'53"W
lfO N04'04'o7"E
L11 N17'09'07"E
lf2 N47'23'o7"E
lf3 N70'08'07"E
l14 N87'02'07"E
L15 N87"J0'07"E
lf6 N61'15'07"£
L17 N70"54'07"E
L18 N77"58'07"E
lf9 N59'09'07"E
L20 N36"51 '07"E
L21 N28'19'o7•E
L22 N37"J5'07"£
L23 N53°49'07•E
L24 N35"57'07"£
L25 N43VO's3•w
L26 N51"55'53"W
L27 N77"58'o7"E
L28 N59'09'07"£
L29 N36"51'07"E
L30 N28'19'07•E
L31 N37"J5'07•E
L32 N53'49'07"£
L33 N35"57'07"E
L34 N13'22'J2"W
CURVE DATA
MAP 4662
SECOR TR 6
____ ___,/MAP 1719
WINTERGREEN DR
SW COR TR 6
MAP 1719
NQ
Cf
C2
C3
C4
cs
C6
C7
CB
RADIUS DELTA
500.00' 16'23'49"
400.00' 44'04'47"
800.00' 19'16'41"
500.00' 32°34'14"
432.52' 38"52'54"
500.00' 40"48'03"
432.52' 5'54'25"
599.68' 41'06'33"
NO. 19100
SHEET 2 OF 3 SHEETS
REFERENCE LIST
R1--MAP 1719
R2--ROS 1572
R3--ROS 2608
R4--ROS 8864
R5--ROS 13744
R6--ROS 14508
R7--ROS 14911
R8--ROS 16963
R9--ROS 18056
R10--CARLSBAD ADJUSTMENT PLAT 538 REC'D
MAY 25, 2000 AS CERTIFICATES OF
COMPLIANCE DOC. # 2000-0274476 &
DOC. # 2000-0274477
R11--MS 734
D1--DOC 2003-0759509, REC. 6/26/2003
D2--DOC 2004-0114688, REC. 2/13/2004
D3--DOC !999-0192145 REC. 3/24/1999
D4--DEED BK 1601, PG 263, REC. 3/21/29
DISTANCE REC BEARING
247.22' N50"J2'J7•E
265.80' N66"56'26"E
N66"55'11•E
352.23' N42'12'58•E
451. 18' N35"53'06•E
182.53' N76'01'Jo•E
126.54' N52'29'W
74.42' N23"44'W
345.43' N03"59'W
37.85' N03"59'W
89.78' N03"31'E:
88.34' N16"J6'E:
74.59' N46"50'E:
75.63' N69"J5'E:
137. 76' N86'29'E:
112. 79' N86"57'E:
156.66' N61'15'57"E
N60°42'E:
149.25' N70"54 '1 7"E
N70'21'E:
204. 71' N77"57'45"E
109.37' N59'10'04"E
113.58' N36"53'08"E
288.28' N28'21'19"E
98.82' N37"J7'os·E
131.81' N53"50'22"E
316.92' N35"59'08"E
13. 76' N43'18'00"W
122.97' N52'20'oo·w
97.37' N77'25'00"E
116.62' N58"J6'oo·E
119.01' N36'18'00"E
288.15' N27°47'E:
94.34' N37'02'E:
132.10' N53'16'E:
250.41' N35'24'E:
50.00' N13'23'17•w
RECORD
ARC DELTA
143.09' 16'23'49"
307.27' 43"58'54"
43"58'30"
269.17' 19'16'40"
19'16'40"
284.23' 32°33'37"
32"J3'oo·
293.51' 38'57'oo·
38'57'oo·
356.05' 40'43'37"
44.59' 5'50'13•
5"50'
430.26' 41'06'33"
REC DISTANCE COMMENTS
247.22' MS 734 -----MS 734 -----ROS 18056
352.23' ROS 18056
451.01' ROS 18056
182.50' PM 15975
126.52' MAP 1719
74. 41' MAP 1719
345.37' MAP 1719
37.84' MAP 1719
89.77' MAP 1719
88.33' MAP 1719
74.58' MAP 1719
75.62' MAP 1719
137. 74' MAP 1719
112.77' MAP 1719
----ROS 18056
156.63' MAP 1719
149.41' ROS 18056
149.23' MAP 1719
204.95' ROS 18056
109.46' ROS 18056
113.62' ROS 18056
288.32' ROS 18056
98.85' ROS 18056
131.91' ROS 18056
317. 03' ROS 18056
13.83' ROS 14911
123.00' ROS 14911
97.65' ADJ PLAT 538
116.61' ADJ PLAT 538
118.99' ADJ PLAT 538
288. 10' DEED NO 3
94.33' DEED NO 3
132.08' DEED NO 3
250.32' DEED NO 3
50.00' ROS 18056
RECORD
ARC COMMENTS
143.09' MS 734
307.05' ROS 18056
307.00' RO SURV 843
269.17' ROS 18056
269.17' RO SURV 843
284.14' ROS 18056
284.05' RO SURV 843
294.03' ROS 18056
294.03' RO SURV 843
355.41' ROS 18056
44.06' ROS 18056
44.04' RO SURV 843
430.26' ROS 18056
CAL COORD. INDEX 366-1659
156-350-01
L
0 39. 46' (37.24' R10)
0 30.26' {30.26' R10)
NW CORNER
TRACT 6, MAP
1719
0 34.12' (34.14' Rf)
@34.48' (34.50' Rt)
083.58' {83.61' Rf)
•
oi -~r ,&\ v
. ,t
.\t,. FOUND 3/4 • IRON PIPE /O LS 6140, NO RECORD
' <;) *
0r::; NOTE: AN INSPECTION OF
O· DEEDS 1 &-3 IND/CA TES
~'\ THAT THE COURSE
[( N4'49'.36NE 172.18' WILL
NOT PRODUCE A CL OSEO
DEED.
FOUND 3/4 • IRON PIPE
LS 1444, NO RECORD
N6'04'30"W 0.34'
{EXAGGERATED FOR CLARITY)
CARLSBAD ADJ. PLAT 538
FOUND 3/4 • IRON PIPE
LS 6140, SEE REF 8
N69'05'29•w 4.85'
NOT ACCEPTED
(EXAGGERATED FOR CLARITY)
LADWIG DESIGN GROUP, INC.
703 PALOMAR AIRPORT RD #300
CARLSBAD, CA. 92011 JOB 1085
36.62'
(36.65' RB)
N89'27'37•w 95.31'
(N89 "Jf '50 •w 95. 46' RB
24.11'
(24.11' Rt)
N46"38'28"W
RADIAL
0=01'09'20"(0=01'10'.36R R4)
L=f0.08' (L=f0.27' R4}
Q N47'47'48"W 10. 00'
I!.:!) {N.48017'W 10'}
r,";\ NOO "JO '06 "W 30. 05'
\!.!} {NORTH 35.05'}
N89 '29 '54 •w 40. 00'
(N89'58'W 40.00' 01,03}
--.....:~-NOO"J0'06"E 14.52'
(N00'02'W 13. 75' 03)
0 N73.14'29.E 40.27'
(N72'45'E 40.27' 03,04)
f?\ N21i3'52"E 63.33'
\V {N20'46'E 63.33' 03,04)
r-;, N23'08'55"E 81.36'
\:::..) {N22"35'E 81.50' 03,04)
0 N89'27'.39"W 66. 77'
(NB9'55'45•w 66.87' o3)
R.O.S. MAP NO.
MS 734
FOUND LEAD&TAG 'VIV HWYS"-
NO RECORD-ACCEPTED AS THE
INT. 'O' LINE & 'JEFF' PER MS 7 34
(j) N34'29'.29"W 364.31' 1 (N34'26'.53"W 363.85' R6, R!I)
N36'24'.33"W 227.96' @ (N36'24'08"W 227.96' R!!)
SHEET 3 OF 3 SHEETS
STATION 16+95.58 'JEFF'
102.94' RT CALC PER MS 734
(j)
\
N31:37'.25"W 2.19' @ {N31 ·42'.J2"W 2.16 R9)
{N3r42'07"W R11)
N6r15'07"E 106.59' @ (N6r15'.57"E 107.06' R9)
DETAIL 1 SCALE 1: =60'
N43V0'.53"W 13. 76'
(L-25 SHEET 2) ,c___---<;
{N43V0'18"W 13.83' R7)
STATION 49
ROS 18056
DETAIL 2 SCALE 1: =20'
CAL COORD. INDEX 366-1659
156-350-01
:::a
0
w V,
0 ....
-n ---0
W---11
0
0