HomeMy WebLinkAbout14619; ROS 14619; ROS 14619; 01-045 PAL 1
R.O.S. MAP 14619
SCALE: 1"= 200'
MAPPING ANGLE= -00"35'19.65"
CGF= Q.999958
0
@ MONUMENT 5-47,01
1865+oo.oo "CBD" LINE = P.M. R 47.40
POSITION PER M.S. 775
N 351098.55
E 1671156.33
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
MONUMENT A TION MAP
11 -SD-5
PM R46.6-R47.9
CARLSBAD
POINSETTIA LANE-
VICINITY MAP
ND SCALE
\
AIRPORT ROAD
AREA 2
r-----,-._tf11111:.--AREA "PA NEW"
I I
~ ----
JUN 94 E.A.153912
1840+00.00 "CBD" LINE
= P.M. R46.93
POSITION PER M.S. 775
N 348854.76
E 1672258.79
\
No. LS4424
Exp,~7
SHEET 1 OF 4 SHEETS
RECORD OF SURVEY
OF PORTIONS OF LOT "H" OF RANCHO AGUA HEDIONDA, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, ST ATE OF CALIFORNIA,
ACCORDING TO MAP NO. 823, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896.
BASIS OF BEARINGS
COORDINATES AND BEARINGS ARE BASED ON CCS27, ZONE 6. PROJECT
CONTROL SURVEY MONUMENTS WERE ESTABLISHED USING MODIFIED 2ND
ORDER HORIZONTAL CONTROL TRAVERSE PROCEDURES. COORDINATES
SHOWN FOR RIGHT OF WAY, CENTERLINE AND FOUND POINT MONUMENTS
WERE DERIVED FROM FIELD TIES TO SAJD CONTROL MONUMENTS, THEY
ARE FOR INFORMATION ONLY, AND ARE NOT INTENDED TO BE USED IN
THE EXTENSION OF THE CALIFORNIA COORDINATE SYSTEM.
DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY
1.000042 TO OBT AJN GROUND DISTANCES.
ALL DISTANCES REFERENCED TO RECORD DOCUMENTS OR MAPS ARE
GROUND DISTANCES, UNLESS NOTED OTHERWISE.
SURVEYOR'S ST A TEMENT
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 THE CALIFORNIA DEPARTMENT OF
TRANSPORTATION IN 1993 & 1994.
ESHEARS, P.L.S. 5842
DISTRICTS VEYS ENGINEER
MY REGISTRATION EXPIRES 12/31/96
XP:12-31-9
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH/~~/
SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS ~-~~~Z~
DAY OF AUGUST 19 'l!:i_
TOM GARIBAY
R.C.E. 22989
COUNTY SURVEYOR
BY:&k/4?/~
PHILIP J. GIURBINO P.L.S. 4424
DEPUTY
' .
COUNTY RECORDER'S ST A TEMENT
FILE NO. l<\q~-500 og£f
FILED THIS \'6-fl DAY OF _Au,.;_vs_t ____ _
19~AT t:Sl> O'.CLOCK_e_.M, IN BOOK OF RECORD OF SURVEY
MAPS AT PAGE 111o l°I , AT THE REQUEST OF THE ST ATE
DEPARTMENT OF TRANSPORTATION
GREGORY J. SMITH
COUNTY RECORDER
NO FEE REQUIRED PER GOVERNMENT
CODE SECTION 6103
BY __ l._~-----
DEPUTY COUNTY RECORDER
A
D • 0
CADT
0
0
LEGEND
FOUND CONTROL MONUMENT PER CADT 11-SD-5 CONTROL BOOK
SET CONTROL MONUMENT AS NOTED
FOUND MONUMENT AS NOTED
SET 1" PIPE & CAL DOT TAG UNLESS OTHERWISE NOTED
CALIFORNIA DEPARTMENT OF TRANSPORTATION
SHEET NUMBER
POST MILE DISTRICT 11
SURVEYS
CALIFORNIA DEPARTMENT OF TRANSPORTATION
MONUMENTATION MAP
SD 5 PM R 46.6 IR 47.9
CALIFORNIA COORDINATE INDEX: 348-1671
A.P.N.: 210-100
--·-··---·-·------·-----c-c----.....,-----------------
5 PAL 2
SCALE: 1 "= 200'
MAPPING ANGLE= -00"35'19.65"
CGF= 0.999958
@ MONUMENT 5-47.01
JUN 94 E.A.153912
FD 5-46.6
21/ / CDH DI SK
IN CONCRETE
N 347130.02
E 1673208.86
FD MON 5-46.0
21// CDH DISK
IN CONCRETE
N 344598.10
E 1674256.48
R.O.S. MAP 14619
SET WORK POINT #21 CHISELED "X" ON CONCRETE
SDG&E PEDESTAL BASE
N 349302.95
E 1671170.85
SET WORK POINT
SHEET 2 OF 4 SHEETS
1865+00.00 "CBD" LINE = P.M. R 47.40
POSITION PER M.S. 775
N 351098.55
E 1671156.33
1" IP W/ PK & WASHER
STAMPED "WP 11"
SET WORK POINT
PK NAIL & WASHER STAMPED "WP 20" IN
TOP OF A/C DIKE
N 349120.70
E 1671281.99
SET MON 5-47.01
INVERTED TAG
IN BRIDGE SIDEWALK (NO STAMPING)
N 349246.62
E 1671946.69
~
vi~ 15' 0 (Pu'
• LP (j) -
ul 0' -15'
1f._
N 349407.87 E 1671514,00
N14"15'21"W
45'33"E 591.2
FD MON 5-47.0
DESTROYED BY
CONSTRUCTION 1993
N 349338.84
E 1671920.76
1840+oo.oo "CBD" LINE = P.M .. R 46.93 POSITION PER M.S. 775
N 348854.76
E 1672258.79
CONTROL DIAGRAM
COORDINATES AND BEARINGS ARE BASED ON CCS27, ZONE 6. PROJECT
CONTROL SURVEY MONUMENTS WERE ESTABLISHED USING MODIFIED 2ND
ORDER HORIZONTAL CONTROL TRAVERSE PROCEDURES. COORDINATES
SHOWN FOR RIGHT OF WAY, CENTERLINE AND FOUND POINT MONUMENTS WERE DERIVED FROM FIELD TIES TO SAID CONTROL MONUMENTS, THEY
ARE FOR INFORMATION ONLY, AND ARE NOT INTENDED TO BE USED IN
THE EXTENSION OF THE CALIFORNIA COORDINATE SYSTEM.
DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY
1.000042 TO OBTAIN GROUND DISTANCES.
ALL DISTANCES REFERENCED TO RECORD DOCUMENTS OR MAPS ARE GROUND DISTANCES, UNLESS NOTED OTHERWISE.
2423,13'
SET WORK POINT 1" IP W/ PK NAIL & WASHER
STAMPED "WP 13"
N 349837.15 E 1671975,15
FD MON 5-47 A
DESTROYED BY
CONSTRUCTION 1993
N 351756.38 E 1670917.30
DISTRICT 11 • SURVEYS
CALIFORNIA DEPARTMENT OF TRANSPORTATION
MONUMENT A TION MAP
SD 5 PM R46.6 / R47.9
CALIFORNIA COORDINATE INDEX: 348-1671
A.P.N.: 210-100
R.O.S. MAP 1~19
FP 94-9017 FD. WELL MON. W/ 3H DISK
RCE 30521 PER PM 15386 139+52.97 HAE NEWH = 0.22' LT
39+52,96 HPA OLDH ACCEPTED
AS HAE NEWH CENTERLINE
SET 21/411 CADT DISC IN CONC IN WELL MON
39+47.34POC "PA"-
"
R
p
0
JVJ
(N73° 39'04"W 10.00')
(PER MS 775)
OLD"=
SET WELL MON +65.00 "PA OLD"
49378.89 '<i ~ 0,17 1 LT. 44+54.03
FP 94-9018
FD. WELL MON. W/
_3" DISK RCE 30521
PER PM 15386
ACCEPTRED AS
-· 138+56.30 E.C.
11 AE NEW" (L
N 349285.96
E 1671118.21
37+58.20 E.C.
"AE OLD"
~ q
I-.;
~ ~
N ~ -..J
; I~ N rn :u \.,.., lL " 0 r O 1
0 0 \\ , • N
-0 vJ
0 _i,.
-0 rn
::0
~
44.80
ts,
42+53.08 EC
"PA OLD 11
0+00 11 PA NEW 11
...).-0 ...). '...;,
~-6' u'..::,
N84•2a 1 43 11 ~ <Na4•28 ,34 "w w 304_46 1
(170.00' PER MS 7 304. 41 1 PER
....._
75) I MS 775J
(1 4.41' PER MS ~1~)' If) f'-.. (--.._
,-.. • (.0
CALC'D POSITION
73,03' RT. 38+97.00 •..._,
tj&i "AE OLD'1 PER MS 637 i-·-
N349296. 24 25. 09' ~ ·-·-
--■----■--·-■---' :3::: C\J <..o 0: ~ Lu---.
Q) l;J/tr)~ (.0 • Q _Q) Q} ,-.. V tr)
C\J ' ' If) If) ,j
C\J~ ;:>;....-I\
E1671207. 27 I l{)
"-I I -~ 0 0 o9o0 1~5
:3::: ·; • -~ ~ QJ ,-.OQ
(\J (\J '\--~
0 C\J (/) ,-.. 0::
' <': lJ.J
If) l.J.JI '---Q ;-~ FP 94-9013
,_ lfl FD. OPEN 3// I. p, z;; ;....I ACCEPTED AS SW COR ,... PER RDS 6960 • _ii1 NE 349090.55 ANGLE PT. S'LY LINE
-1671166.28 ROS 6960
-----+ /-s-E-AR_C_H_E_D_N_D_T_F-□U_N_D_
g Q.
N f.-.
/
L,j ~ = 0)
NOl "<I-,-..
I~ t:
l{) l{) o-:z: N
I i FP 94-9015 FD. 3// J.P.
ILLEGIBLE TAG
ACCEPTED AS SE
PER RDS 6960
p
COR ----~--S11 • 02' 02 11 w 19. 12' ---~-------;:;--:;;:;:~-:---:;-;----
--, s11 • 11' 5411W 19.19' PER PM 153861 ~ ~:~?~:~~1 8
FP 94-9019
FD. WELL MON.
FP 94-9012
FD. 3// J.P. W/ TAG RCE 30521
ACCEPTED AS ANGLE POINT W'LY
LINE PARCEL 2 PER PM 15386
N 349313.80 E 1671646.76
JVJ
l> 3:: \\ (/l 0-l
(51~
~\N
RCE 30521 PER PM 15386
ACCEPTED AS 136+21.53 B.C.
"AE NEW" CENTERLINE
N 349071.78
E 1671162,62
DETAIL
. -PARC£L ? -'--'
3 5 +1 8. 1 6 B. C.
11 AE DL D 11
-u t---J N 349052. 97 9i~ E 1671119.65 JOIN EXISTING R/W. SET 111 I. P.
& CADT TAG 0/S 0.30' NE 1 LY
-i)~ ~~ _,. :z
(j\
(.,-l..-' co ..f>
CJ) :-' __, 0
~ FP 94-9020
OF NEW R/W LINE ALONG THE
PROLONGATION OF THE W'LY LINE
OF PARCEL 1, PM 15386 (N05"31'42 11 El
N 349277.43 E 1671401.51
FD. WELL MON. W/ 3" DISK
RCE 30521 PER PM15386
ACCEPTED AS 134+80.49 E.C.
"AE NEW 11 CENTERLINE
N 348915.33
E 1671150.42
33+47,76
11 AE OLD"
COORDINATES AND BEARINGS ARE BASED ON CCS27, ZONE 6. PROJECT
CONTROL SURVEY MONUMENTS WERE ESTABLISHED USING MODIFIED 2ND
ORDER HORIZONTAL CONTROL TRAVERSE PROCEDURES. COORDINATES
SHOWN FOR RIGHT OF WAY, CENTERLINE AND FOUND POINT MONUMENTS
WERE DERIVED FROM FIELD TIES TO SAID CONTROL MONUMENTS, THEY ARE FOR INFORMATION ONLY, AND. ARE NOT INTENDED TO BE USED IN
THE EXTENSION OF THE CAILIFORNIA COORDINATE SYSTEM.
DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY
1.000042 TO OBTAIN GROUND DISTANCES.
AILL DISTANCES REFERENCED TO RECORD DOCUMENTS OR MAPS ARE
GROUND DISTANCES, UNLESS NOTED OTHERWISE.
5 PAL 3 JUN 94 E.A.153912
I
I
p JVJ J538b
N84• 28'34"W 109.32'
R ==2 5 5 7 • 3 o , L ~4 1. 1 s / ti==oo. 5 s / 1 9 //
CALC'D POSITION PER
DOC. 1992-0512699 D.R.
N 349276.58
E 1671406.13
NO SCALE
44+53.89 EC
"PA NEW'1
349313.64
1671646.61
1865+oo.oo 11 CBD 11 LINE
= P,M, R 47,40
COORDS PER M.S. 775
N 351098.55 E 1671156.33
MON 5-47,0
DESTROYED BY
CONSTRUCTION 1993
N 349338.78
E 1671920.81
45 -------.1-
PALOMAR AIRPORT ROAD ---+----
,, A ,,
,, A,,
FP 94-9001
FD 1 11 J.P. & CDH TAG
PER MS775 ACCEPTED AS
R/W ANGLE POINT
N 349151,29
E 1671728.59
1 11 IP & CDH TAG NOT FOUND
HELD POSITION PER MS 775
(SET 1976 DESTROYED 1993)
CALC'D POSITION PER
DOC. 1992-0512699 O. R.
N 349271.47
E 1671446.96
JOIN EXISTING R/W
SET CADT TAG
ON TOP OF WALL
0.301 0/S N'ELY OF
NEW R/W LINE ( RAD. l
N 349256.90
E 1671529.27
N
SHEET 3 OF 4 SHEETS
__.,. t:i
'9 O' o' •
.-> .-> . 0 V -
cP 0 -0cc.
~
1845+18.52 P.O.T. "CBD" = 48+48.20
P.O.T. "PA OLD 11
COORDS PER
M.S. 775
S87° 50'00"E 595.12'
/ N 349320. 14
E 1672030.12
N26°10'oo 11 w 23.85' ~c:::::::::-
MON 5-47.01
1844+94. 66 P.O.T. 11CBD 11
= 48+48.20
P.O.T. "PA NEW 11
N 349298.73
\ E 1672040. 64
SET INVERTED TAG
IN BRIDGE SIDEWALK
N 349246.62
E 1671946.69
1840+00.00 11 CBD 11 LINE = P.M. R 46.93
COORDS PER M.S. 775
N 348854.76
E 1672258.79
SCALE: 1"= 50'
N
-'
MAPP I NG ANGLE = -oo· 35'19.65" CGF= 0.999958
@ MONUMENT 5-47.01
~ DISTRICT 11
..., SURVEYS
CALIFORNIA DEPARTMENT OF TRANSPORTATION
MONUMENTATION MAP
SD 5 PM R 46.6 / R 4 7.9
CALIFORNIA COORDINATE INDEX: 348-1671
A.P.N.: 210-100
1865+00.00 "CBD" LINE = P,M. R 47.40 COORDS PER M.S. 775
MON 5-47.0
DESTROYED BY
CONSTRUCTION 1993
N 349338.78 E1671920.81
N 351098.55
E 1671156.33
1845+18.52 P.O.T. "CBD"
= 48+48. 20
P.O.T. "PA OLD"
COORDS PER
M.S. 775
N 349320,14
E 1672030.12
1844+94. 66
P,O,T. "CBD" = 48+48.20 P.O.T. "PA NEW"
N 349298.73
MON 5-47.01 . E 1672040.64
SET INVERTED TAG
IN BRIDGE SIDEWALK\
N 349246.62 E 1671946.69
SCALE: 1 "= 50'
MAPPING ANGLE= -00°35'19.65 11
CGF= 0,999958
@ MONUMENT 5-47.01
5 PAL 4 JUN 94 E.A.153912
50
N 50
\
\
S87° 50'00"E 880.31'
1840+00.00 "CBD" LINE
= P.M. R 46.93
COORDS PER M.S. 775
N 348854.76 E 1672258.79
R.O.S.
PJVJ
SET 1 11 I RON
CAL DOT TAG N349363.05
E1672880.33
J J 28·4
SET CAL DOT TAG IN CONC. SIDEWALK
N349338.58
E1672865.39
MAP
PIPE &
'
·"' ' 0 "--cno 0, I • L{)
/ ~N
z
NO.
SHEET 4 OF 4 SHEETS
EASEMENT FOR STREET & UTILITY PURPOSES TO CITY OF CARLSBAD PER DOCUMENT NO. 1992-0489972. MONUMENT POSITIONS WERE DETERMINED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT.SAID POINTS WERE NOT DETERMINED BY A CALTRANS RETRACEMENT SURVEY AND MAY OR MAY NOT FALL ON THE BOUNDARY OF PARCEL 1, PM 11284. RECORD COURSES SHOWN ARE PER ABOVE MENTIONED DOCUMENT
JVJAP J3078
(S87°49'04E 11
14. 00' l
DETAIL II B "
--------+-------
--------+-------
~ z
0
~N 0
7J N rn tJ1 ::0 -0
S:: N
(.fl = ~
-J
-J ~ U1 (,.J
~ (J)
tJ1
---J
~
R 0
R 0
55 N FP 94-9002
0 ~ U1 N 0 0 z N
LO
FD 3u DISC IN WELL
--~--•-STAMPED RCE 18860
\ PER ROS 13995, 13466,
12462, t.. 11284
~ '
CJ)
l,J l,J
'
OLD R/W PER M.S. 775
.Jo,.
'
J29bS R
R 0
COORDINATES AND BEARINGS ARE BASED ON CCS27, ZONE 6. PROJECT CONTROL SURVEY MONUMENTS WERE ESTABLISHED USING MODIFIED 2ND
ORDER HORIZONT Al CONTROL TRAVERSE PROCEDURES. COORDINATES SHOWN FOR RIGHT OF WAY, CENTERLINE AND FOUND POINT MONUMENTS WERE DERIVED FROM FIELD TIES TO SAID CONTROL MONUMENTS, THEY
ARE FOR INFORMATION ONLY, AND ARE NOT INTENDED TO BE USED IN THE EXTENSION OF THE CALIFORNIA COORDINATE SYSTEM.
DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY 1.000042 TO OBTAIN GROUND DISTANCES.
ALL DISTANCES REFERENCED TO RECORD DOCUMENTS OR MAPS ARE GROUND DISTANCES, UNLESS NOTED OTHERWISE.
0
\0.13' LT. 57+28.60 . uPA NEWu
N349265.58 E1672920.41
-7 j ,-' ,-' 00
•
DISTRICT 11
SURVEYS
CALIFORNIA DEPAAH4ENT OF TRN-JSPORTATION
MONUMENT A TION MAP
SD 5 PM R 46.6 / R 4 7.9
CALIFORNIA COORDINATE INDEX: 348-1671
A. P. N. : 211 -05 0