HomeMy WebLinkAbout17732; ROS 17732; ROS 17732; 01-04RECORD OF SURVEY MAP No. .------------------------------------------------------------------...... ---------]7732
f'AIR '1'1-1
CONSTRUCTION (l STA 4G+'1'1.0'1
SET 60A T SPIKE WITH ALUMl'lUM
WASHER MARKED ·so co Et-c;
PAIR 99-1".
N. 1991375.510
E. G243711.07G
l"AIR '19-3
FOUND 3 1/2" 6RASS DISC MARKED
·us COAST + GEODETIC SURVEY
AP 1973 CRQ STA A". STAMPED
"PAIR 99-3" ON EXISTING MONUMENT.
N. 1991G81.020
E. G243859.799
PAIR 99-4
SET 60A T SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
-PAIR 99-4". 9r N. 1991327.834 ~ E. G2454G9.18G ~
'~
------------------N79042'22"E --5299.09' --
HPGN 11-07
FD. 2.5" ALUMINUM DISK
STAMPED AS SHOWN•
CCS NAD83 (1991.35) COORDINATES
PER THE SAN DIEGO COUNTY HORIZONTAL
CONTROL LIST + ROS 14310.
N. 1992291.232
E. G247272.G13
1990
EL= 311.3G. NAVO 88 CPER COOT DISTRICT 11 SURVEYS
"HPGN STATION ELEVATIONS LIST" -LEVELED 02/93 NGS)
----snoo.oo' RUNWAY (5000.25' GROUND DISTANCE!..,.--------
L
1 = -o· 33• 51.6"
CONSTRUCTION IL.
1502.42
FOUND 2· PIPE WITH TAG. LS 450G
PER CERTIFICATE Of CORRECTION
90-537582 AND MAP 11288. ON 9-23-92 o ~
REFERENCES WERE SET PER Cf6 A2. P. 787. C!~ ci
UPON INSPECTION ON 3-17-99. THE TAG WAS 8~ 8
FOUND TO 6E MISSING AND WAS REPLACED o N ~
FROM THE FOUND REFERENCES WITH A TAG ;:: ;:
MARKED ·so co SURVEYOR" PER Cf6 A2. ;;> o.. 3: P. 1389. 01..: , H--
:.:---.::: <r-0~ ;;-11.AP 11:i::l::l .N ei ~
~(L 0
FOUND 2· PIPE WITH TAG. LS 450G
PER CERTIFICATE Of CORRECTION
90-537582 AND MAP 11288.
z ~ ~ z
GROUND DISTANCE = GRID DISTANCE
0.99995091
AT STATION HPGN 11-07
ELEVATION 311.3G' NAVD 88
VICINITY MAP
NO ICAa..
PALOMAR AIRPORT RUNWAY_....---24
BUILDING LINE ------------+--,,L---'---''--*
N42° 03·3<,;·w 5.00'
CN42° 02·58"W PER
ROS 1G47D
11.AP ::l.:l 1::l
FD. STANDAFW M-10
MONUMENT SET AS
AS REFERENCE TO P.1.
PER ROS 1G471.
PAIR 99-5 ~
SET 60A T SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-5" IN A.G.
N. 1991845.910
E. G248323.G02
6=95' 00'30"
R=15o.oo·
L=248. 73'
N3G0 05·45·w 52.9G.
CN3G" 07'15"W 52.9 '
RS 1534-3)
. #J"b
~ ::,q
7.-0::i ~1
<;,S 1" <c.. ::,b. / o
:S ":>~ ~s \':>
,~":> "c,. "c,1>'
Non:, THE FEE OWNERSHIP Of THE LEASED AREA
SHOWN HEREON 15 VESTED IN A PU6LIC AGENCY.
THE COUNTY Of SAN DIEGO. WHICH 15 EXEMPT FROM
HAVING TO FILE A PARCEL MAP UNDER SECTION
GG428CA)C2) Of THE SUBDIVISION MAP ACT.
GRAPHIC SCALE
400 0 200 400 800 1~00 ~~a 1~~1 1 I ----
C IN FEET )
1 INCH ~ 400 ft.
>-;
z :::,
Q:'.
(!)
~
z
13 w [Il
PAIR 99-2
CONSTRUCTION (l STA -G+00.00
SET 60A T SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-2".
N. 1992322.444
E. G248924.872
.il !);t ~
t:1!11.:l
SHEET 1 OF 4 SHEETS
RECORD OF SURVEY
OF
A PORTION OF LOT G OF RANCHO AGUA HEDIONDA
IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO.
STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF
NO. 523.
BASIS OF BEARI.NGS
THE BASIS Of BEARINGS FOR THIS SURVEY 15 THE CALIFORNIA COORDINATE SYSTEM,
ZONE G. 1983 (1991.35) DATUM. AS DETERMINED LOCALLY BY THE GRID BEARING
BETWEEN STATION HPGN CA 11-07 AND STATION LOMAX. I.E.. N 79•05·25· W.
BEARINGS. DISTANCES. AND STATIONS SHOWN HEREON ARE IN TERMS Of THE
CALIFFORNIA COORDINATE SYSTEM. QUOTED BEARINGS AND DISTANCES MAY OR MAY
NOT BE IN TERMS Of SAID SYSTEM.
LEGEND
• = l'"OUND POINT AS NOTED.
A = FOUND HORIZONTAL CONTROL POINT AS NOTE:D.
*= l'"OUND B ORDER HORIZONTAL CONTROL POINT Of THE SAN DIEGO
COUNTY HIGH PRECISION GEODETIC CONTROL NETWORK CSD-HPGN) .
. 0 = SET 3/4" X rn· PIPE W/TAG MARKED ·so co SURVEYOR."
□ = SET NAIL AND TAG MARKED ·so co SURVEYOR."
6. = SET POINT AS NOTED.
2002-0265-A = INDICATES A NON-RECORDED LEASE PARCEL DE:SIGNATION.
(R) = INDICATES RADIAL BEARING.
LOMAX
----------
N30° 20'07'W 5.00'
CN30° 19'15"W PER
ROS 1G47D
\ FD. STANDARD M-10
\ MONUMENT SET AS
AS REFERENCE TO P.I.
\PER ROS 1G471.
\
LOMAX
FD. 3.5· BRASS DISK IN
2.5'x4' 60ULDER OUTCROP
STAMPED AS SHOWN•
CCS NAD83 C1991.35) COORDINATES
PER THE SAN DIEGO COUNTY HORIZONTAL
CONTROL LIST + ROS 14310.
N. 1981547.828
E. G303011.301
CCS = INDICATES CALIFORNIA COORDINATE SYSTEM.
CONSTRUCTION (l = INDICATES CONSTRUCTION CENTERLINE PER CO. Of SD
DPW IMPROVEMENT PLANS FOR THE "CONSTRUCTION Of
RUNWAY SAFETY AREA EXTENSION AT McCLELLAN-PALOMAR
AIRPORT" APPROVED 4/30/98.
CFB = INDICATES COUNTY FIELD BOOK.
CDOT = INDICATES CALIFORNIA DEPARTMENT Of TRANSPORTATION.
( ) = INDICATES RECORD DATA FER R Of S 84G7 UNLESS OTHE:RWISE
NOTED .
(DD)= INDICATES RECORD DATA PER A NON-RECORDED LEASE PARCEL
DESCRIPTION. PARCEL NO. 85-0370-A DATED 9-17-85.
FAIR = INDICATES SAN DIEGO COUNTY HORIZONTAL CONTROL LIST
DESIGNATION FOR PALOMAR AIRPORT.
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 THE COUNTY SURVEYOR. COUNTY Of SAN DI s.illlli!!l!~i...._ 001.
ROSS W. CARLSON. L. . 49G3
SENIOR LAND SURVEYOR
DEPARTMENT Of PUBLIC WORKS
COUNTY Of SAN DIEGO
~~-~
I No.4983
c,oUNTY SURVEYOR'S STATEMEN
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 87GG Of THE LAND
SURVEYOR'S ACT THIS _.-2,S-_'th...,_ ___ DAY Of __F_E}::f_/1,J,J,b..8,__y __ 2003.
e/4k/~
PHILIP J. GIURBINO
L.S. 4424
COUNTY SURVE:YOR
COUNTY Of SAN DIEGO
FILE N!!!~2~-8'1~'S _STATEMENT
FILED THIS _ 1J TH _____ DAY Of ~--2003. AT [:11 O'CLOCK t.M
IIN BOOK Of RECORD OF SURVEY MAPS AT PAGE __ 171'1,t, ___ AT THE REQUEST
Of THE SAN DIEGO COUNTY SURVEYOR.
flEE• f>0.00
N,O FEE REQUIRED FER
G,OVERNMENT CODE SECTION G103.
GREGORY J. SMITH
COUNTY RECORDER/ CLERK :,~ffl'ii& DPOU~DER
CALIFORNIA COORDINATE INDEX C1927 DATUM) 34G-1G83 CX)
ASSESSoR·s PARCEL NUMBER 213-020-18
' , I
PAIR 99-1
CONSTRUCTION (i_
STA 4<o+99.09
SEE SHEET 1.
Lt= ~~1-5-02-.4-2'
r---co
<O O> • +;::: ;;; 81 -< If) f-•
(/) 3:1 ~. co
z "'I 0 1---F -u
' RE'CORD OF SURVEY MAP No.
100 0 !50 100 200 400
LI •-t::..•'.'11-~-~-' I I ___ ____,!
C IN FEET )
1 INCH -100 ft.
N79 '42'22"E 5299.09'
PALOMAR AIRPORT
1119.61'
7-__
RUNWAY 24
f
0 r---"'
397,00 ---
685,00'
N79' 42'22"E
685.00'
31: • co.
1777.06'
160.00
]7732
SHEET 2 OF 4 SHEETS
1 = -o· 34' 04.42"
GROUND DISTANCE = GRID DISTANCE
0.99995072
AT THI: NI: CORNl:R. LOT 3<o. MAP 11288
ELEVATION 318' NAVD 88
31: • IX).
PAIR 99-2
CONSTRUCTION Cr_
STA -<o+00.00
SEE SHEET 1.
::, 01 fl:z
(/)
I
I
!"8 r---• 2002-0265-A .,-,o •O r---•
1!l1 lt.4
5 u
I
8 I d N
N I
BUILDING
~~~
FOUND 2' PIF'I: WITH TAG. LS 450<o ~tj
PER CERTIFICATE OF CORRECTION ~ 11--90-537582 AND MAP 11288. REFERENCES
WERE SET PER CFEl A2. P. 787. UPON
INSPECTION AT A LATER DATE. THE TAG WAS
FOUND TO ElE MISSING AND WAS REPLACED
FROM REFERENCES WITH A TAG MARKED "SD CO SURVEYOR' PER CF6 A2. P. 1389.
_J
I ~ I ~),~
I
I
I
LINE
i--100.00·
I
I
I
I
I
---i-
d "' •
31: • --0, -• 0 -z
-"')
0 O>
<Xi N "'
N79' 36'34"E
_o 0.48 AC. • "' o--z
N79" 42'22"E
160.00'
2002-0266-A
6.06 AC.
N10'23'26"W
14.87'
307.71'
N79' 36'34"E
67.83'
H-II
-+
L
~LINE ----,N-,:7=9• 40 49 E 1~11=9_--=-55""' ' I
I
I
I
I
I
I
I
\
\
\
\
\
I
I
_J~---'------:
1----...-
-----------
N79" 40' 49"E 677.13'
TIE LIN£
I
"" I "' ,~-
( \ x ~
,,,,-1 r"'
~
I
I
I
L ______ _ -l
I
I
I
I
I
I in N
N80 ° 18' 43"E 408.26
N79 '40' 49"E
10.00'
2002-0268-A
PARCEL "A"
1.59 AC.
0 g §
0 -If) O>
<Xi -• r---0 --z
N79' 41'15"E
108.49'
:;i: ~-:t'o N' If) If) N 0 --z
N79' 41'15"E
~ 111.47'
25.00'
0 O>
<Xi -"'
31: 2002-0269-A • -1.82 AC. "' -• 0 -z
518.85'
"" If)
,ri
N "'
31: 2002-0268-A • O> PARCEL .,8,, If)
N --i-1. 78 AC. • O> z
I 443.24' 97.73• 147.a3• (_
);:::--'--r----==N~7~9~'~433'~155''~'E=5~4@o~.9~7~' ------::--:-----~::~::-~~~--CJ:ia:~n~~2~6~.3~5~' :----::;~ I 82" 13'15"E 374.18' -------f"',,.----__ __,__ N79 43'15"E 562.94' -------::::::;~:--------
N82' 13'15"E 373.63'
~
,ri
"' "'
31: • O> If)
N '<I-• O> z
co co
d "'
I (N79' 41'45"E RS 1534-3) .ii?) 1::$:a.4 .. :a (Naz· 11 •45 .. E Rs 1534_3)
_____ _n_ _____ ~_ in N L!.=1 '20'29"
R=375.00' -
FOUND 2' PIPE WITH TAG. LS 450<o
PER CERTIFICATE OF CORRECTION
90-537582 AND MAP 11288.
I
I 1!l1 1)1
L=8.78'
I
I 1!l1 :!?l
-o . "' o--z
\
0 r---
1')
If)
If)
:;i: • -"' -• 0 z
7
)
I
>-<{
3:
X
<{
I-
6=89' 50'06"
R=10.00'
L=15.68'
N
CALIFORNIA COORDINATE INDEX (1927 DATUM) 34G-1G83 CX)
ASSESSOR'S PARCEL NUMBER 213-020-18
RECORD OF SURVEY MAP No.
SUVEYOR'S NOTE:
THE HISTORICAL CENTERLINE OF THE RUNWAY WAS ESTABLISHED IN 1958 ACCORDING TO CFB M 514, PG 10 (SEE MS
514). COUNTY FIELDBOOK A-2 CALCULATIONS BY MCGLOCKLIN DATED 1-21-74 SHOW INVERSES FROM COUNTY
HORIZONTAL CONTROL POINTS "PAIR 1 ", "PAIR 2", AND "PAIR 3" TO THE CALCULATED CENTERLINE OF THE RUNWAY.
COORDINATES CONVERTED TO NAO 83 FOR "PAIR 1" AND "PAIR 3" WERE USED TO CALCULATE NAO 83 COORDINATES
ON THE HISTORICAL CENTERLINE.
CORNER 5, LOT G, MAP 843, RANCHO AGUA HEDIONDA, WAS REESTABLISHED USING DATA ON RECORD OF SURVEY MAP
8467. ONCE REESTABLISHED, A TIE TO THE HISTORICAL CENTERLINE OF THE RUNWAY WAS MADE FROM CORNER 5
PERPENDICULAR TO SAID CENTERLINE.
THE CONSTRUCTION CENTERLINE IS THE CENTERLINE OF THE IMPROVED RUNWAY AND IS MONUMENTED BY "PAIR 99-1"
AND "PAIR 99-2". N
1 = -o· 34' 04.42•
FOUND 2· P1Pf: AND TAG LS 2427
PER R OF S 84G7 + MS 514.
CORNl:R 5. LOT G. MAP 843.
RANCHO AGUA HEDIONDA.
CALCULATED PER R OF S 84G7.
NOTHING FOUND. NOTHING SET.
GROUND DISTANCE 3 GRID DISTANCE
0.99995072
L
~..,.
§>~ N10"19'58"E
A.~ 100.40'
--~ -1> (N10' 52'1 ?"E -q 99.26' OD)
HISTORICAL i
PAIR 99-1
N. 1991375.510
E. G243711.07G,;
1172.21'
1!l·/ ll-:l
11AP 11i:a:a
SET BOAT SPIK.E WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-1".
STA 4G+99.09
FOUND 2" PIPE: WITH TAG, LS 450G
Pf:R CERTIFICATE OF CORRECTION
90-537582 AND MAP 11288.
2965,65'
AT THE NE CORNER. LOT 3G. MAP 11288
ELEVATION 318' NAVO 88.
N79' 41'10"E 4741.28 (N79'41'25"E 4741.69')1_
. ~ ---1353.91' (1354.03')
N79' 42'22"E 5299.09'
PALOMAR AIRPORT RUNWAY
CONSTRUCTION CENTERLINE
FOUND 2· PIPf: WITH TAG. LS 450G
PER CERTIFICATE OF CORRECTION
90-537582 AND MAP 11288. ON 9-23-<112
REFERENCES WERE SET PER CFB AZ. P. 787.
UPON INSPECTION ON 3-17-99. THE TAG WAS
FOUND TO BE MISSING AND WAS REPLACED
FROM THE FOUND REFERENCES WITH A TAG
MARKED ·so co SURVEYOR" PER CFB AZ.
P. 1389.
1 933, 03' --... ~
HISTORICAL _!L-----::=::-.,~
2333.44'
CONSTRUCTION ~
SHEET 3 OF 4 SHEETS
GRAPHIC SCALE
1-..r. 1-T_T eoo 1GOO
i ___ ~I
C IN FffT )
1 INCH ~ 400 ft.
FOUND z· PIPE AND TAG LS 297/o
PER R OF S 84G7. 2" PIPE AND
TAG. LS 3189 PER MAP 10330
NOT FOUND.
PAIR 99-2
N. 1992322.444
E. G248924.872
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-2".
STA -G+00.00
CALIFORNIA COORDINATE INDEX 0927 DATUM) 34G-1G83 CX)
ASSESSOR'S PARCEL NUMBl:R 213-020-18
FAIR 99-1
N
1 = -o· 33' 5Ui"
GROUND DISTANCE = GRID DI5TANCE
0.99995091
AT STATION HF'GN 11-07
ELEVATION 311.3G' NAVO BB
l"AIR 99-3
FOUND 3 1/2' BRAS& DISC MARKED
·us COAST + GEODETIC SURVEY
SET EIOA T SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-1".
AP 1973 CRQ STA A". STAMPED
"PAIR 99-3" ON EXISTING MONUMENT.
N. 1991GB1.020
E. G243859.799
N. 1991375.510
E. G243711.07G --------
----------NB70 3El'39'E __ _
1270.44"
PAIR 1
FOUND CONCRETE MONUMENT WITH
SAN DIEGO COUNTY EIRASS DISC STAMPED
"PAIR 1·. PER CfB A2. P.34. + P.285.
N. 1991275.G09
E. G244199.820
RECORD OF SURVEY MAP
----------
F'AIR 99-4
CONTROL DIAGRAM
HPGN 11-07
~-FD. 2.5· ALUMINUM DISK
STAMPED AS SHOWN•
NO SCALE
CCS NADB3 C1991.35) COORDINATES
PER THE SAN DIEGO COUNTY HORIZONTAL
CONTROL LIST + ROS 14310.
N. 1992291.232
E. G247272.G13
EL= 311.3G' NAVO BB CPER COOT DISTRICT 11 SURVEYS
"HPGN STATION ELEVATIONS LIST' -LEVELED 02/93 NGS)
PAIR 3
FOUND CONCRETE MONUMENT WITH
--
----------
PAIR XF'18
&ET BOAT SPIKE WITH ALUMINUM
WASHER MARKED 'SD CO ENG
PAIR XP18'.
N. 1991480.952
E. G24G349.G99
SAN DIEGO COUNTY BRASS DISC STAMPED
"PAIR 3·, PER CFB A2, P.3G. + P.2B5.
N. 199202B.B81
E. <a248339.132
PAIR XP17
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR XP17'.
N. 1991G18.339
E. G247104.G07
N4° 51"05"E
183.G3'
PAIR 99-5
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-5' IN A.G.
N. 1991545.910
E. G248323.G02
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-4'.
N. 1991327.834
E. G2454G9.18G
SURVEYOR'S NOTE•
CORRDINATES SHOWN ARE IN TERMS Of THE CALIFORNIA COORDINATE
SYSTEM. ZONE G. NAO 83 (1991.35) DATUM. UNITS ARE U.S. SURVEY FOOT.
COORDINATE VALUES FOR MONUMENTS WERE ESTABLISHED USING STATIC
GPS RELATIVE POSITIONING METHODS. MONUMENTS WERE OCCUPIED WITH
GEODETIC-GRADE DUAL FREQUENCY SOKKIA GSR2200 RECEIVERS. THE
NETWORK WAS CONSTRAINED HORIZONTALLY TO TWO 'B" ORDER SAN DIE:GO
COUNTY HIGH PRECISION GEODETIC NETWORK STATIONS• 'HPGN CA 11-07'
AND 'LOMAX'. THE POSITIONAL GATA WAS POST PROCESSED USING
ASHTECH'S WINPRISM V.2.0 SOFTWARE AND STAR,.NET-GPS V.5.112 LE:AST
SQUARES ADJUSTMENT SOFTWARE. THE RESULTING POSITIONAL SOLUTIONS
INDICATE THE NETWORK ME:ETS GROUP C. 2ND ORDER. CLASS 1 ACCURACY
STANDARDS AS SPECIFIED IN THE FEDERAL GEODETIC CONTROL COMMITTEE
CFGCC) DOCUMENT. "GEOMETRIC GEODETIC ACCURACY STANDARDS AND
SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES',
VERSION 5.0 DATED MAY 11. 1988 ANO REPRINTED WITH CORRECTIONS.
AUGUST 1. 1989.
NOTE• MONUMENT TYPES &ET DO NOT CONFORM TO THE STABILITY
REQUIREMENTS Of THE ABOVE STANDAl'WS.
No. 7 2
PAIR 99-2
SHEET 4 OF 4 SHEETS
PAIR PM39
&ET MAG NAIL WITH ALUMINUM
WASHER MARKED 'SD CO ENG
PAIR PM39".
N. 1993044.450
E. G249940.050
~ lv;,-7. "1-r,;.
~-iv
-------------513 PAIR PM20 --------.: 0,2·<]·
SET 1/2 'X18" REBAR PER Cf 11 ~
A2. P.571.
N. 1992917.159
E. G249800.70G
5G7G4.G~
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED 'SD CO ENG
PAIR 99-2'.
N. 1992322.444
E. G24El924.8 72 LOMAX
FD. 3.5' BRASS DISK IN
2.5'x4' BOULDER OUTCROP
STAMPED AS SHOWN•
CCS NAD83 0991.35) COORDINATES
PER THE SAN DIEGO COUNTY HORIZONTAL
CONTROL LIST + ROS 14310.
N. 1981547.828
E. G303011.301